JP2002020156A - Roadbed material using steelmaking slag as raw material - Google Patents

Roadbed material using steelmaking slag as raw material

Info

Publication number
JP2002020156A
JP2002020156A JP2000200921A JP2000200921A JP2002020156A JP 2002020156 A JP2002020156 A JP 2002020156A JP 2000200921 A JP2000200921 A JP 2000200921A JP 2000200921 A JP2000200921 A JP 2000200921A JP 2002020156 A JP2002020156 A JP 2002020156A
Authority
JP
Japan
Prior art keywords
slag
content
mass
mixture
blast furnace
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.)
Granted
Application number
JP2000200921A
Other languages
Japanese (ja)
Other versions
JP4655337B2 (en
Inventor
Makiko Nakagawa
真紀子 中川
Masato Takagi
正人 高木
Fumio Kogiku
史男 小菊
Hisahiro Matsunaga
久宏 松永
Masato Kumagai
正人 熊谷
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
Kawasaki Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP2000200921A priority Critical patent/JP4655337B2/en
Publication of JP2002020156A publication Critical patent/JP2002020156A/en
Application granted granted Critical
Publication of JP4655337B2 publication Critical patent/JP4655337B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • C04B18/141Slags
    • C04B18/142Steelmaking slags, converter slags
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To solve such problems that insufficiency of strength and expansion due to free MgO, of a roadbed material produced by crushing a slag hardened body using steelmaking slag as a part of the raw material, and rise in pH of water in contact with the roadbed material, are caused. SOLUTION: The production process of this roadbed material comprises mixing a mixture which contains granular molten pig pretreatment slag as steelmaking slag and also contains fine powdery blast-furnace slag as an SiO2- containing material, with water, to obtain a mixture and to harden the mixture crushing the resulting hardened body, wherein in the above mixture, on the basis of the total mass of all the components of the mixture, the content of the granular molten pig pretreatment slag having >=1.18 mm grain size is 15-55 mass % and the content of the fine powdery blast-furnace slag is 5-40 mass %, and the pH of water brought into contact with the roadbed material, after the contact, is <=10.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は製鋼スラグ、とりわ
け有効利用することが困難であった粉粒状の溶銑予備処
理スラグを利用した路盤材に関わり、また路盤材に接触
した水の接触後のpHが上昇しない路盤材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roadbed material using a steelmaking slag, particularly a powdery and granular hot metal pre-treated slag which has been difficult to use effectively, and a pH after contact of water with the roadbed material. Road material that does not rise.

【0002】[0002]

【従来の技術】製鋼工程で発生するスラグは、塩基度が
高く遊離CaOを多量に含有するために水分を吸って膨
張しやすく、高炉スラグのような土木・建設資材として
の用途には向かず、その処理は困難をきわめている。そ
こでこのような製鋼スラグを積極的に活用しようとする
試みがいくつかなされている。
2. Description of the Related Art Slag generated in the steelmaking process has a high basicity and contains a large amount of free CaO, so that it easily absorbs water and expands, and is not suitable for use as civil engineering and construction materials such as blast furnace slag. The processing is extremely difficult. Therefore, some attempts have been made to actively utilize such steelmaking slag.

【0003】たとえば特開平10−152364号公報
においては、製鋼スラグを含有する骨材と、潜在水硬性
を有するシリカ含有物質とポゾラン反応性を有するシリ
カ含有物質のうち1種または2種を50%以上含有する
水和反応によって硬化する結合材とを有してなる製鋼ス
ラグを利用した水和硬化体が開示されている。
[0003] For example, in Japanese Patent Application Laid-Open No. 10-152364, one or two of an aggregate containing steelmaking slag, a silica-containing substance having latent hydraulic property and a silica-containing substance having pozzolanic reactivity are 50%. A hydrated hardened product using a steelmaking slag having the above-mentioned binder and a binder hardened by a hydration reaction is disclosed.

【0004】また、他の例として特開平2−23353
9号公報においては、結合材、細骨材、粗骨材の全てを
粉砕および破砕した鉄鋼スラグにするとともに、結合材
として高炉スラグと製鋼スラグとを配合したスラグブロ
ックが開示されている。
[0004] Another example is disclosed in Japanese Patent Application Laid-Open No. 2-23353.
No. 9 discloses a slag block in which all of the binder, fine aggregate and coarse aggregate are made into crushed and crushed steel slag, and blast furnace slag and steelmaking slag are combined as the binder.

【0005】スラグを用いた路盤材に関しては、特開平
11−21153号公報に紛状スラグ中のCa(OH)
2を炭酸化させたCaCO3をバインダーとしてスラグを
塊状化させた後破砕処理をした路盤材が開示されてい
る。
[0005] Regarding the roadbed material using slag, Japanese Patent Application Laid-Open No. 11-21153 discloses Ca (OH) in powdery slag.
A roadbed material is disclosed in which slag is agglomerated using CaCO 3 obtained by carbonating 2 as a binder and then crushed.

【0006】[0006]

【発明が解決しようとする課題】しかし、本発明者が上
記の従来技術を用いて、高pHの水が溶出しない路盤材
を開発すべく、製鋼スラグを原料とする硬化体を試作し
たところ、下記のような問題点が明らかとなった。
However, the inventor of the present invention made a trial production of a hardened material using steelmaking slag as a raw material in order to develop a roadbed material from which high-pH water does not elute using the above-mentioned conventional technology. The following problems became clear.

【0007】まず、特開平10−152364号公報に
開示される方法に従った場合、製鋼スラグとして転炉ス
ラグを用いると20℃の水中養生の際に崩壊し満足な硬
化体が得られない場合があった。この原因を詳細に調査
したところ、近年転炉の内張り耐火物を保護する目的で
スラグ中に添加されているドロマイトやマグネシアクリ
ンカーなどに起因して転炉スラグ中のMgO濃度が高く
なっており、このようなMgO濃度が高い転炉スラグを
用いた場合は、水中養生の際に転炉スラグに含まれる遊
離MgOの水和膨張により、硬化体が崩壊することが判
明した。
First, according to the method disclosed in Japanese Patent Application Laid-Open No. 10-152364, when converter slag is used as steelmaking slag, it collapses during water curing at 20 ° C. and a satisfactory cured product cannot be obtained. was there. After investigating the cause in detail, the MgO concentration in the converter slag has increased due to dolomite and magnesia clinker added to the slag in order to protect the refractory lining of the converter in recent years, It was found that when such converter slag having a high MgO concentration was used, the cured product collapsed due to hydration expansion of free MgO contained in the converter slag during curing in water.

【0008】そこで本発明者は製鋼スラグとして遊離M
gOを含有しない溶銑予備処理スラグの使用を試み、上
述と同様の方法でスラグ硬化体を製造したが強度が不足
し、路盤材としての使用に耐えるものが得られなかっ
た。
Therefore, the present inventor has found that free M
An attempt was made to use a hot-metal pretreated slag containing no gO, and a slag hardened body was produced in the same manner as described above, but the strength was insufficient, and a material that could withstand use as a roadbed material was not obtained.

【0009】一方、特開平2−233593号公報記載
の方法で転炉スラグを原料としてスラグ硬化体を製造す
るためにはスラグを微粉砕する必要があるが、転炉スラ
グ中には上記したように遊離MgO相が含まれているた
めにスラグ自体が固く微粉になりにくいため、反応性の
高い微粉にまで粉砕するのは高コストとなる問題があっ
た。また、遊離MgOを含有しない溶銑予備処理スラグ
を用いることとし、前記特開平2−233593号公報
に記載される配合に従って硬化体の製造を試みたが、強
度が不足する場合があり、これを破砕して得た材料は路
盤材としての用途には使用に堪えないことが判明した。
On the other hand, in order to produce a hardened slag from converter slag as a raw material by the method described in JP-A-2-233593, it is necessary to finely pulverize the slag. Since the slag itself is hard and hard to turn into fine powder due to the presence of a free MgO phase, there has been a problem that pulverization to a highly reactive fine powder is expensive. In addition, hot metal pretreatment slag containing no free MgO was used, and production of a cured product was attempted in accordance with the composition described in JP-A-2-233593, but the strength was sometimes insufficient, and this was crushed. The obtained material was found to be unsuitable for use as a roadbed material.

【0010】本発明は、上述したような製鋼スラグを原
料の一部として使用するスラグ硬化体を破砕して路盤材
を製造する場合に、強度の不足、遊離MgOに起因する
膨張、接触水のpH上昇などの問題を一挙に解決した製
鋼スラグを原料とする路盤材を提供することを目的とす
る。
[0010] The present invention provides a method for manufacturing a roadbed material by crushing a hardened slag using steelmaking slag as a part of a raw material as described above, which results in insufficient strength, expansion caused by free MgO, and contact water. It is an object of the present invention to provide a roadbed material using steelmaking slag as a raw material, which has solved problems such as a rise in pH at once.

【0011】[0011]

【課題を解決するための手段】本発明は上記の目的を達
成するためになされたもので、粉粒状の製鋼スラグと潜
在水硬性を有するSiO2含有物質とを主成分とする混
合物を水と共に混練して硬化させ硬化した硬化体を破砕
してなる路盤材であって、該路盤材と接触した水の接触
後のpHが10以下であることを特徴とする製鋼スラグ
を原料とする路盤材を提供する。路盤材と接触した水の
接触後のpHを10以下としたのは、10以下の弱アル
カリ性ないし中性とすれば近隣の土地や作物に悪い影響
を与えないからである。
DISCLOSURE OF THE INVENTION The present invention has been made to achieve the above object, and comprises mixing a mixture mainly composed of a granular steelmaking slag and a SiO 2 -containing substance having latent hydraulic properties together with water. A roadbed material made of steelmaking slag as a raw material, which is obtained by crushing a hardened material that has been kneaded, hardened, and crushed, wherein the pH of the water after contact with the roadbed material is 10 or less. I will provide a. The reason why the pH after contact of the water in contact with the roadbed material is 10 or less is that a weak alkaline or neutral pH of 10 or less does not adversely affect nearby land and crops.

【0012】このような製鋼スラグを原料とする路盤材
は、前記混合物として、製鋼スラグとして粉粒状の溶銑
予備処理スラグ、SiO2含有物質として高炉スラグ微
粉末を含有し、全配合成分中における粒径1.18mm
以下の溶銑予備処理スラグの含有率が15〜55質量
%、高炉スラグ微粉末の含有率が5〜40質量%である
混合物を用いて製造することができる。
The roadbed material using such steelmaking slag as a raw material contains, as the mixture, powdery and granular hot metal pretreated slag as steelmaking slag, blast furnace slag fine powder as a SiO 2 -containing substance, and granules in all components. 1.18mm diameter
It can be manufactured using a mixture in which the content of the following hot metal pretreated slag is 15 to 55% by mass and the content of the blast furnace slag fine powder is 5 to 40% by mass.

【0013】また、前記混合物は、製鋼スラグとして粉
粒状の溶銑予備処理スラグ、SiO 2含有物質として高
炉スラグ微粉末及びフライアッシュを含有し、全配合成
分中における粒径1.18mm以下の溶銑予備処理スラ
グの含有率が15〜55質量%、高炉スラグ微粉末の含
有率が3〜36質量%、フライアッシュの含有率が1.
5〜30質量%で、かつ、高炉スラグ含有量とフライア
ッシュ含有量の合計に対するフライアッシュ含有量の比
が質量比で0.1〜0.75である混合物を用いて製造
することができる。
[0013] Further, the mixture is powdered as steelmaking slag.
Granulated hot metal pretreatment slag, SiO TwoHigh as a contained substance
Furnace slag containing fine powder and fly ash
Hot metal pretreatment slurries with a particle size of 1.18 mm or less
15-55% by mass of blast furnace slag
The proportion is 3-36% by mass, and the content of fly ash is 1.
5 to 30% by mass, blast furnace slag content and flyer
Ratio of fly ash content to total ash content
Is manufactured using a mixture having a mass ratio of 0.1 to 0.75.
can do.

【0014】また、高炉スラグ微粉末の含有量とフライ
アッシュの配合量と粒径1.18mm以下の溶銑予備処
理スラグの含有量の合計に対する溶銑予備処理スラグの
含有量の比が質量比で0.2超であると好適である。
The ratio of the content of the hot metal pretreated slag to the sum of the content of the blast furnace slag fine powder, the blended amount of fly ash, and the content of the hot metal pretreated slag having a particle size of 1.18 mm or less is 0 in mass ratio. .2 is preferred.

【0015】前記混合物は、さらにアルカリ金属および
/またはアルカリ土類金属の酸化物、水酸化物、硫酸塩
及び塩化物からなる群から選ばれた1種または2種以上
を、高炉スラグ含有量とフライアッシュ含有量の合計に
対する質量比で0.2〜20質量%添加した混合物とし
てもよい。
The mixture further comprises one or more selected from the group consisting of oxides, hydroxides, sulfates and chlorides of alkali metals and / or alkaline earth metals, with the blast furnace slag content It is good also as a mixture which added 0.2 to 20 mass% by mass ratio to the total fly ash content.

【0016】さらに、前記混合物は、さらにナフタレン
スルホン酸および/またはポリカルボン酸を、高炉スラ
グ含有量とフライアッシュ含有量と粒径が0.1mm以
下の溶銑予備処理スラグ含有量の合計に対する質量比で
0.1〜2.0質量%添加した混合物とすると一層好ま
しい。
Further, the mixture further comprises a naphthalenesulfonic acid and / or a polycarboxylic acid in a mass ratio to the total of the blast furnace slag content, the fly ash content and the content of the hot metal pretreated slag having a particle size of 0.1 mm or less. More preferably, the mixture is added in an amount of 0.1 to 2.0% by mass.

【0017】[0017]

【発明の実施の形態】以下に、本発明の実施の形態を詳
しく説明する。まず、本発明では製鋼スラグとして特に
溶銑予備処理スラグを使用するものである。その理由
は、(1)MgOを添加しないために、元来MgO濃度
が低く、かつCaO/SiO2が低いために若干含まれ
るMgOもほとんどCa2MgSi27として存在す
る。したがって、遊離MgO相がほとんど存在しない。
その結果、従来転炉スラグを原料として使用した場合に
生じていた遊離MgOの水和膨張による硬化体の割れ、
粉化、変形、強度低下などの問題を一掃することができ
ること、(2)CaO/SiO2が低く、かつP25
度が高いために、遊離CaO濃度が低い。したがって、
遊離CaOによる水和膨張性も低いため、製鋼スラグ中
の遊離CaOの水和膨張に起因する硬化体の割れ、粉
化、変形、強度低下などの問題を一掃することができる
こと(3)微粉が多く、反応性が高いために、それ自体
が高炉スラグ微粉末、フライアッシュの代替になりうる
こと、(4)遊離MgO相がほとんど存在しないため
に、スラグ自体が柔らかく、転炉スラグに比較してはる
かに粉砕しやすいこと、(5)微粉の溶銑予備処理スラ
グの働きで、溶銑予備処理スラグとと高炉スラグ微粉
末、フライアッシュとが反応しやすくなり、より高強度
になることによる。
Embodiments of the present invention will be described below in detail. First, in the present invention, a hot metal pre-treatment slag is particularly used as a steelmaking slag. The reasons are as follows: (1) Since MgO is not added, MgO concentration is originally low, and CaO / SiO 2 is low, so MgO slightly contained is almost present as Ca 2 MgSi 2 O 7 . Therefore, there is almost no free MgO phase.
As a result, cracking of the hardened body due to hydration expansion of free MgO, which had conventionally occurred when using converter slag as a raw material,
(2) The free CaO concentration is low because CaO / SiO 2 is low and the P 2 O 5 concentration is high. Therefore,
Hydration swelling due to free CaO is also low, so that problems such as cracking, powdering, deformation, and reduced strength of the hardened body caused by hydration expansion of free CaO in steelmaking slag can be eliminated. In many cases, because of its high reactivity, it can be used as a substitute for blast furnace slag fine powder and fly ash. (4) Since there is almost no free MgO phase, the slag itself is soft, and compared with converter slag. (5) By the action of the hot metal pretreatment slag of the fine powder, the hot metal pretreatment slag easily reacts with the blast furnace slag fine powder and fly ash, resulting in higher strength.

【0018】さらに本発明ではこのような溶銑予備処理
スラグを使用するにあたって、そのうちの、粒径1.1
8mm以下の部分が、全配合成分中における含有率が1
5〜55質量%となるように配合する。本発明者は溶銑
予備処理スラグのうちで硬化反応に寄与の大きな部分が
どのような大きさのものであるかを詳細に調査したとこ
ろ、粒径1.18mm以下の範囲において特に反応性が
良好で得られる硬化体の強度が高くなることを見いだし
た。そこで本発明では溶銑予備処理スラグに含まれる、
粒径1.18mm以下の粒度の部分について、配合物中
の含有量について特に規定を設けたものである。なお、
このことは配合する溶銑予備処理スラグの中に、これよ
りも粒度の大きい溶銑予備処理スラグが含まれているこ
とを妨げるものではない。粒度の大きい溶銑予備処理ス
ラグは、粉砕の過程で粉砕されにくかったことを意味す
るだけで活性が高いことから結合剤としての寄与があり
うるからである。
Further, in the present invention, when such a slag for pretreatment of molten iron is used, the
8 mm or less, the content of all the components is 1
It is blended so as to be 5 to 55% by mass. The present inventor has investigated in detail what size of the hot metal pre-treatment slag has a large portion contributing to the hardening reaction, and found that the reactivity is particularly good in the range of a particle size of 1.18 mm or less. It was found that the strength of the cured product obtained in the above was increased. Therefore, in the present invention, included in the hot metal pretreatment slag,
With respect to the portion having a particle size of 1.18 mm or less, the content in the composition is particularly regulated. In addition,
This does not prevent the hot metal pretreatment slag having a larger particle size from being contained in the compounded hot metal pretreatment slag. This is because the molten iron pre-treated slag having a large particle size has a high activity and merely contributes as a binder because it means that the slag was difficult to be pulverized in the pulverization process.

【0019】そして、そのような粒径1.18mm以下
の溶銑予備処理スラグと、一方で、これと反応する潜在
水硬性を有するSiO2含有物質を適正量を配合すると
最も高い強度が得られる。
The highest strength can be obtained by blending such a pretreated slag having a particle diameter of 1.18 mm or less with an appropriate amount of a SiO 2 -containing substance having a latent hydraulic property that reacts with the slag.

【0020】そのような潜在水硬性を有するSiO2
有物質としては高炉スラグ微粉末か高炉スラグ微粉末と
フライアッシュの混合物が好ましく使用でき、高炉スラ
グ微粉末を単味で使用する場合の適正含有量は、5〜4
0質量%である。粒径1.18mm以下の溶銑予備処理
スラグの含有率が15質量%未満、あるいは高炉スラグ
微粉末の含有量が40質量%超えでは、相対的にSiO
2を硬化させるアルカリ(またはアルカリ土類)イオン
の供給が不足がちとなり、得られる硬化体の強度が低下
する。一方、粒径1.18mm以下の溶銑予備処理スラ
グの含有率が55質量%超え、あるいは高炉スラグ微粉
末の含有量が5質量%未満では溶銑予備処理スラグ中の
水和膨張性を有するCaOなどの成分を固定するSiO
2が不足がちとなるため、得られる硬化体を水中養生す
る過程で硬化体の膨張や粉化が発生し著しく強度が低下
することとなる。
As such an SiO 2 -containing substance having latent hydraulic properties, blast furnace slag fine powder or a mixture of blast furnace slag fine powder and fly ash can be preferably used, and proper content when blast furnace slag fine powder is used alone is preferred. Amount is 5-4
0% by mass. If the content of the hot metal pretreated slag having a particle size of 1.18 mm or less is less than 15% by mass, or if the content of the blast furnace slag fine powder exceeds 40% by mass, the relative SiO 2 content is relatively low.
2 alkali (or alkaline earth) supply ions curing becomes insufficient bee the strength of the obtained cured product is reduced. On the other hand, when the content of the hot metal pretreated slag having a particle size of 1.18 mm or less exceeds 55% by mass or the content of the blast furnace slag fine powder is less than 5% by mass, CaO having hydration expandability in the hot metal pretreated slag is used. SiO to fix the components of
2 tends to be insufficient, so that the cured product expands and powders in the process of curing the obtained cured product in water, resulting in a significant decrease in strength.

【0021】また、潜在水硬性を有するSiO2含有物
質として高炉スラグ微粉末とフライアッシュの混合物を
使用する場合の適正含有量は、粒径1.18mm以下の
溶銑予備処理スラグの含有率15〜55質量%、高炉ス
ラグ微粉末の含有率3〜36質量%、フライアッシュの
含有率1.5〜30質量%である。そして、高炉スラグ
含有量とフライアッシュ含有量の合計に対するフライア
ッシュ含有量の比が質量比にして0.1〜0.75とす
ることが必要である。
When a mixture of fine powder of blast furnace slag and fly ash is used as the SiO 2 -containing substance having latent hydraulic properties, the appropriate content is 15 to 15% of the pre-treated slag of molten iron having a particle size of 1.18 mm or less. The content is 55% by mass, the content of blast furnace slag fine powder is 3 to 36% by mass, and the content of fly ash is 1.5 to 30% by mass. It is necessary that the ratio of the fly ash content to the total of the blast furnace slag content and the fly ash content is 0.1 to 0.75 in terms of mass ratio.

【0022】粒径1.18mm以下の溶銑予備処理スラ
グの含有率の限定理由は上記のとおりである。高炉スラ
グ微粉と同じように潜在水硬性のSiO2を含有する物
質として石炭の燃焼によって生成する飛灰であるフライ
アッシュがある。フライアッシュはそれ自体が極めて微
粉であり、これを高炉スラグの代替として使用すること
により、溶銑予備処理スラグとの反応性が一層向上す
る。とくその含有量が1.5質量%以上、かつ、高炉ス
ラグ含有量とフライアッシュ含有量の合計に対するフラ
イアッシュ含有量の比が質量比にして0.1以上の範囲
においてその効果が顕著である。しかし、フライアッシ
ュは常温での硬化性が高炉スラグ微粉末よりも劣る傾向
があり、フライアッシュの含有率が30質量%超え、ま
たは、高炉スラグ含有量とフライアッシュ含有量の合計
に対するフライアッシュ含有量の比が質量比にして0.
75を超えると硬化体全体としての硬化を遅らせること
となり、好ましくない。したがって、その含有率は、
1.5〜30質量%で、かつ、高炉スラグ含有量とフラ
イアッシュ含有量の合計に対するフライアッシュ含有量
の比が質量比にして0.1〜0.75とする。
The reason for limiting the content of the slag of pre-treated hot metal having a particle size of 1.18 mm or less is as described above. Like the blast furnace slag fine powder, a material containing latent hydraulic SiO 2 is fly ash, which is fly ash generated by burning coal. Fly ash itself is extremely fine powder, and by using it as a substitute for blast furnace slag, reactivity with hot metal pre-treatment slag is further improved. The effect is remarkable especially when the content is 1.5% by mass or more and the ratio of the fly ash content to the total of the blast furnace slag content and the fly ash content is 0.1 or more in terms of mass ratio. . However, fly ash has a tendency to be inferior in hardenability at room temperature to blast furnace slag fine powder, and the content of fly ash exceeds 30% by mass, or the content of fly ash relative to the total of blast furnace slag content and fly ash content The ratio of the amounts is 0.
If it exceeds 75, the curing of the cured product as a whole will be delayed, which is not preferable. Therefore, its content is
The mass ratio of the fly ash content to the total of the blast furnace slag content and the fly ash content is 1.5 to 30% by mass and the mass ratio is 0.1 to 0.75.

【0023】また、本発明では一層好ましくは、高炉ス
ラグ微粉末の含有量とフライアッシュの配合量と粒径
1.18mm以下の溶銑予備処理スラグの含有量の合計
に対する溶銑予備処理スラグの含有量の比が質量比にし
て0.2超とする。このような範囲に規定することによ
って、溶銑予備処理スラグから供給されるアルカリ(あ
るいはアルカリ土類)イオンの量と、潜在水硬性を有す
るSiO2含有物質中の反応性SiO2の量的バランスが
一層適正となるためである。
In the present invention, more preferably, the content of the hot metal pretreated slag to the total of the content of the blast furnace slag fine powder, the blended amount of fly ash, and the content of the hot metal pretreated slag having a particle size of 1.18 mm or less is included. Is greater than 0.2 in terms of mass ratio. By defining the content in such a range, the amount of alkali (or alkaline earth) ions supplied from the hot metal pretreatment slag and the quantitative balance of the reactive SiO 2 in the SiO 2 -containing substance having latent hydraulicity are balanced. This is because it becomes more appropriate.

【0024】また、本発明により得られた硬化体から溶
出した水のpHが低いのは、本発明による硬化体は構成
成分として3CaO.SiO2や2CaO.SiO2など
が少なく、アルカリ溶出がおこりにくいためである。
The low pH of water eluted from the cured product obtained according to the present invention is because the cured product according to the present invention has 3CaO. SiO 2 or 2CaO. This is because there is little SiO 2 and the like, and alkali elution hardly occurs.

【0025】本発明は、上記のような配合によって強度
を向上する効果が得られるものであるが、これに加え
て、さらにアルカリ金属および/またはアルカリ土類金
属の、酸化物、水酸化物、硫酸塩、塩化物、から選ばれ
た1種または2種以上を、高炉スラグ含有量とフライア
ッシュ含有量の合計に対する質量比で0.2〜20質量
%添加したり、あるいは、ナフタレンスルホン酸および
/またはポリカルボン酸を、高炉スラグ含有量とフライ
アッシュ含有量と粒径が0.1mm以下の溶銑予備処理
スラグ含有量の合計に対する質量比で0.1〜2.0質
量%添加してもよい。
According to the present invention, the effect of improving the strength can be obtained by the above-mentioned compounding. In addition to the above, oxides and hydroxides of alkali metals and / or alkaline earth metals, One or two or more selected from sulfates and chlorides are added in an amount of 0.2 to 20% by mass based on the total blast furnace slag content and fly ash content, or naphthalenesulfonic acid and And / or the polycarboxylic acid is added in an amount of 0.1 to 2.0% by mass based on the total mass of the blast furnace slag content, fly ash content, and hot metal pretreatment slag content having a particle size of 0.1 mm or less. Good.

【0026】アルカリ金属および/またはアルカリ土類
金属の、酸化物、水酸化物、硫酸塩、塩化物、から選ば
れた1種または2種以上を0.2質量%以上添加するこ
とによって、硬化体の硬化を促進することが可能となり
養生に要する時間を短縮することができる。しかし、2
0質量%を超えて添加してもその効果が飽和するため、
上限は20質量%とする。
Curing by adding 0.2% by mass or more of one or more selected from oxides, hydroxides, sulfates and chlorides of alkali metals and / or alkaline earth metals It is possible to accelerate the hardening of the body and shorten the time required for curing. However, 2
Even if added in excess of 0% by mass, the effect is saturated,
The upper limit is 20% by mass.

【0027】また、ナフタレンスルホン酸および/また
はポリカルボン酸を添加すると原料を水と共に混練する
際の混錬性が向上する。そのため、混練に必要な水の量
を低減することができ、その結果、より高強度の硬化体
が得られるようになる。その際に、その添加量を高炉ス
ラグ含有量とフライアッシュ含有量の合計に対する質量
比で0.1質量%未満では効果に乏しく、2.0質量%
を超えて添加しても効果が飽和するので、0.1〜2.
0質量%に限定した。
The addition of naphthalene sulfonic acid and / or polycarboxylic acid improves the kneading properties when the raw materials are kneaded with water. Therefore, the amount of water required for kneading can be reduced, and as a result, a cured product having higher strength can be obtained. At that time, the effect is poor when the addition amount is less than 0.1% by mass with respect to the total of the blast furnace slag content and the fly ash content, and the effect is poor, and 2.0% by mass.
If the amount exceeds 0.1, the effect is saturated.
It was limited to 0% by mass.

【0028】[0028]

【実施例】以下に本発明の好適な実施例について説明す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below.

【0029】実施例1 配合原料として、粉砕した溶銑予備処理スラグ、粒径
0.1mm以下に微粉砕した高炉スラグ微粉末、及びC
a(OH)2を用い又はCa(OH)2なしで水と共に混
練して型枠内に打ち込み、これを20℃の水中で養生を
して路盤材供試体硬化体を製造した。配合物中の各原料
の含有量、混練水の添加量を表1に、各原料の配合比
率、得られた硬化体の28日養生後の強度、表面乾燥比
重、91日養生後の強度を表2に示した(実施例No.
1〜3、7、15)。
Example 1 As mixed ingredients, pulverized molten iron pre-treated slag, blast furnace slag fine powder pulverized to a particle size of 0.1 mm or less, and C
The mixture was kneaded with water using a (OH) 2 or without Ca (OH) 2 , was driven into a mold, and was cured in water at 20 ° C. to produce a hardened material for a roadbed material. Table 1 shows the content of each raw material in the formulation and the amount of kneading water added. Table 1 shows the mixing ratio of each raw material, the strength after curing for 28 days, the specific gravity of the surface dryness, and the strength after 91 days curing of the obtained cured product. The results are shown in Table 2 (Example No. 1).
1-3, 7, 15).

【0030】実施例2 配合原料として粉砕した溶銑予備処理スラグ、粒径0.
1mm以下に微粉砕した高炉スラグ微粉末、フライアッ
シュ(粒径0.1mm以下)およびCa(OH)2又は
NaOHを水と共に混練して型枠内に打ち込み、これを
20℃の水中で養生をして路盤材供試体硬化体を製造し
た。配合物中の各原料の含有量、混練水の添加量を表1
に、各原料の配合比率、得られた硬化体の28日養生後
の強度、表面乾燥比重、91日養生後の強度を表2に示
した(実施例No.4〜6、8〜10、17)。
Example 2 Pre-treated slag of hot metal pulverized as a compounding raw material, having a particle size of 0.
Blast furnace slag fine powder pulverized to 1 mm or less, fly ash (particle diameter 0.1 mm or less) and Ca (OH) 2 or NaOH are kneaded with water and poured into a mold, which is cured in water at 20 ° C. Thus, a hardened material for a roadbed material was manufactured. Table 1 shows the content of each raw material in the formulation and the amount of kneading water added.
Table 2 shows the mixing ratio of each raw material, the strength of the obtained cured product after curing for 28 days, the specific gravity of the surface dryness, and the strength after curing for 91 days (Examples Nos. 4 to 6, 8 to 10; 17).

【0031】実施例3 配合原料として粉砕した溶銑予備処理スラグ、粒径0.
1mm以下に微粉砕した高炉スラグ微粉末、さらに一部
についてはこれにフライアッシュ(粒径0.1mm以
下)を加え、Ca(OH)2その他の添加剤を水と共に
混練して型枠内に打ち込み、これを20℃の水中で養生
をして路盤材供試体硬化体を製造した。配合物中の各原
料の含有量、混練水の添加量を表1に、各原料の配合比
率、得られた硬化体の28日養生後の強度、表面乾燥比
重、91日養生後の強度を表2に示した(実施例No.
11〜14、16、18)。
Example 3 Pre-treated hot metal slag pulverized as compounding raw material, particle size
Blast furnace slag fine powder finely pulverized to 1 mm or less, fly ash (particle diameter 0.1 mm or less) is added to some of them, and Ca (OH) 2 and other additives are kneaded with water and placed in a mold. This was cured in water at 20 ° C. to produce a hardened material for a roadbed material. Table 1 shows the content of each raw material in the formulation and the amount of kneading water added. Table 1 shows the mixing ratio of each raw material, the strength after curing for 28 days, the specific gravity of the surface dryness, and the strength after 91 days curing of the obtained cured product. The results are shown in Table 2 (Example No. 1).
11-14, 16, 18).

【0032】比較例 配合原料として骨材とポルトランドセメントを水と共に
混練して型枠内に流し込み、これを20℃の水中で養生
をして路盤材供試体硬化体を製造した。配合物中の各原
料の含有量、混練水の添加量、得られた硬化体の28日
養生後の強度を表3に示した。なお、上記の実施例、比
較例において使用した溶銑予備処理スラグと転炉スラグ
の組成を表4に示す。
Comparative Example Aggregate and Portland cement were kneaded together with water as mixing raw materials, poured into a mold, and cured in water at 20 ° C. to produce a hardened material for a roadbed material. Table 3 shows the content of each raw material in the blend, the amount of kneading water added, and the strength of the obtained cured product after curing for 28 days. Table 4 shows the compositions of the hot metal pretreatment slag and converter slag used in the above Examples and Comparative Examples.

【0033】本発明により得られた硬化体に破砕処理を
施して作成した路盤材の単位容積質量及び修正CBRの
測定結果を表5に示した。本発明の硬化体破砕物は路盤
材の要求性能を満たすことができた。また本発明の路盤
材及びコンクリート廃材の破砕物をそれぞれ蓋のない容
器に入れ、雨天時に屋外に放置した後回収し、固形物を
濾過して水のpHを測定した。結果を表6に示した。こ
のとき雨水は固形物とほぼ同体積であった。本発明によ
り得られた路盤材に接触した水はコンクリート廃材に接
触した水よりpHが低く、環境上より好ましいことが分
かった。また実施例No.1、8、18及び比較例を圧
密して施工した路盤のひび割れの調査結果を表7に示し
た。
Table 5 shows the measurement results of the unit volume mass and the modified CBR of the roadbed material prepared by subjecting the cured product obtained by the present invention to crushing treatment. The crushed cured product of the present invention was able to satisfy the required performance of the roadbed material. Further, the crushed material of the roadbed material and the concrete waste material of the present invention were respectively placed in containers without lids, left outdoors in rainy weather, collected, and the solid matter was filtered to measure the pH of water. The results are shown in Table 6. At this time, the rainwater was almost the same volume as the solid. It was found that the water in contact with the roadbed material obtained by the present invention had a lower pH than the water in contact with the concrete waste material, and was more environmentally preferable. Also, in Example No. Table 7 shows the results of an investigation of cracks in the roadbeds where 1, 8, 18 and the comparative example were compacted.

【0034】[0034]

【表1】 [Table 1]

【0035】[0035]

【表2】 [Table 2]

【0036】[0036]

【表3】 [Table 3]

【0037】[0037]

【表4】 [Table 4]

【0038】[0038]

【表5】 [Table 5]

【0039】[0039]

【表6】 [Table 6]

【0040】[0040]

【発明の効果】本技術により、高強度の硬化体が得ら
れ、路盤材として使用可能である。さらに本発明による
硬化体と接触した水のpHが低い。したがって、本発明
は資源の再利用、環境の向上等に寄与するところが大で
ある。
According to the present technology, a high-strength cured product can be obtained and can be used as a roadbed material. Furthermore, the pH of the water in contact with the cured product according to the present invention is low. Therefore, the present invention largely contributes to the reuse of resources, improvement of environment, and the like.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 小菊 史男 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究所内 (72)発明者 松永 久宏 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究所内 (72)発明者 熊谷 正人 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究所内 Fターム(参考) 4G012 PA27 PA29  ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Fumio Kogiku 1 Kawasaki-cho, Chuo-ku, Chiba-shi, Chiba In the Technical Research Institute of Kawasaki Steel Co., Ltd. (72) Inventor Hisahiro Matsunaga 1 Kawasaki-cho, Chuo-ku, Chiba-shi, Chiba Address Kawasaki Steel Corporation Technical Research Institute (72) Inventor Masato Kumagai 1 Kawasaki-cho, Chuo-ku, Chiba-shi, Chiba Prefecture Kawasaki Steel Corporation Technical Research Center F-term (reference) 4G012 PA27 PA29

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 粉粒状の製鋼スラグと潜在水硬性を有す
るSiO2含有物質とを主成分とする混合物を水と共に
混練して硬化させ硬化した硬化体を破砕してなる路盤材
であって、該路盤材と接触した水の接触後のpHが10
以下であることを特徴とする製鋼スラグを原料とする路
盤材。
1. A roadbed material obtained by kneading a mixture mainly composed of a granular steelmaking slag and a SiO 2 -containing substance having latent hydraulic properties with water, curing the mixture, and crushing a cured cured product, PH after contact with water in contact with the roadbed material is 10
A roadbed material made of steelmaking slag, characterized in that:
【請求項2】 前記混合物は、製鋼スラグとして粉粒状
の溶銑予備処理スラグ、SiO2含有物質として高炉ス
ラグ微粉末を含有し、全配合成分中における粒径1.1
8mm以下の溶銑予備処理スラグの含有率が15〜55
質量%、高炉スラグ微粉末の含有率が5〜40質量%で
あることを特徴とする請求項1記載の製鋼スラグを原料
とする路盤材。
2. The mixture contains pre-treated hot metal slag as a steelmaking slag and blast furnace slag fine powder as a SiO 2 -containing substance, and has a particle diameter of 1.1 in all components.
The content of hot metal pre-treatment slag of 8 mm or less is 15 to 55
The roadbed material using steelmaking slag as a raw material according to claim 1, wherein the content of the blast furnace slag fine powder is 5 to 40% by mass.
【請求項3】 前記混合物は、製鋼スラグとして粉粒状
の溶銑予備処理スラグ、SiO2含有物質として高炉ス
ラグ微粉末及びフライアッシュを含有し、全配合成分中
における粒径1.18mm以下の溶銑予備処理スラグの
含有率が15〜55質量%、高炉スラグ微粉末の含有率
が3〜36質量%、フライアッシュの含有率が1.5〜
30質量%で、かつ、高炉スラグ含有量とフライアッシ
ュ含有量の合計に対するフライアッシュ含有量の比が質
量比で0.1〜0.75であることを特徴とする請求項
1記載の製鋼スラグを原料とする路盤材。
3. The mixture contains a pre-treated hot metal slag as a steelmaking slag, a blast furnace slag fine powder and fly ash as SiO 2 -containing substances, and a hot metal reserve having a particle size of 1.18 mm or less in all the components. The content of the treated slag is 15 to 55% by mass, the content of the blast furnace slag fine powder is 3 to 36% by mass, and the content of the fly ash is 1.5 to
The steelmaking slag according to claim 1, wherein the mass ratio of the fly ash content to the total of the blast furnace slag content and the fly ash content is 0.1 to 0.75 at 30% by mass. Roadbed material made from
【請求項4】 高炉スラグ微粉末の含有量とフライアッ
シュの配合量と粒径1.18mm以下の溶銑予備処理ス
ラグの含有量の合計に対する溶銑予備処理スラグの含有
量の比が質量比にして0.2超であることを特徴とする
請求項2又は3に記載の製鋼スラグを原料とする路盤
材。
4. The mass ratio of the content of the hot metal pre-treated slag to the total of the content of the blast furnace slag fine powder, the content of the fly ash and the content of the hot metal pre-processed slag having a particle size of 1.18 mm or less is expressed as a mass ratio. The roadbed material using the steelmaking slag as a raw material according to claim 2 or 3, wherein the value is more than 0.2.
【請求項5】 前記混合物は、さらにアルカリ金属およ
び/またはアルカリ土類金属の酸化物、水酸化物、硫酸
塩及び塩化物からなる群から選ばれた1種または2種以
上を、高炉スラグ含有量とフライアッシュ含有量の合計
に対する質量比で0.2〜20質量%添加した混合物で
あることを特徴とする請求項2〜4の何れかに記載の製
鋼スラグを原料とする路盤材。
5. The blast furnace slag further comprises one or more selected from the group consisting of alkali metal and / or alkaline earth metal oxides, hydroxides, sulfates and chlorides. The roadbed material made from steelmaking slag according to any one of claims 2 to 4, wherein the mixture is a mixture in which 0.2 to 20% by mass is added in a mass ratio to the total amount of the fly ash and the amount of fly ash.
【請求項6】 前記混合物は、さらにナフタレンスルホ
ン酸および/またはポリカルボン酸を、高炉スラグ含有
量とフライアッシュ含有量と粒径が0.1mm以下の溶
銑予備処理スラグ含有量の合計に対する質量比で0.1
〜2.0質量%添加した混合物であることを特徴とする
請求項2〜5の何れかに記載の製鋼スラグを原料とする
路盤材。
6. The mixture further comprises a naphthalene sulfonic acid and / or a polycarboxylic acid in a mass ratio to the total of the blast furnace slag content, the fly ash content, and the total content of the hot metal pre-treated slag having a particle size of 0.1 mm or less. At 0.1
A roadbed material made from steelmaking slag as a raw material according to any one of claims 2 to 5, wherein the mixture is a mixture containing -2.0 mass%.
JP2000200921A 2000-07-03 2000-07-03 Roadbed material made from steelmaking slag Expired - Lifetime JP4655337B2 (en)

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Cited By (6)

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Publication number Priority date Publication date Assignee Title
JP2009107908A (en) * 2007-10-31 2009-05-21 Jfe Mineral Co Ltd Method for producing artificial stone material
JP2009114027A (en) * 2007-11-07 2009-05-28 Nippon Steel Corp Artificial stone material made of steel slag hydrated solidified body used for landfill, riprap or back filling material
JP2011001250A (en) * 2009-06-22 2011-01-06 Nippon Steel Corp Roadbed material for preserving environment
JP2012025658A (en) * 2011-08-31 2012-02-09 Jfe Mineral Co Ltd Method for producing artificial stone
JP2013028518A (en) * 2011-07-29 2013-02-07 Nippon Steel & Sumitomo Metal Corp Artificial stone made of expansion-controlled iron and steel slag hydration-solidified body, and method for producing the same
CN114507053A (en) * 2021-12-29 2022-05-17 武汉大学(肇庆)资源与环境技术研究院 Cement-free roadbed material and preparation method thereof

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JPH0416534A (en) * 1990-05-07 1992-01-21 Nippon Jiryoku Senko Kk Method for utilizing slag and coal ash
JPH05279095A (en) * 1992-03-30 1993-10-26 Japan Metals & Chem Co Ltd Method of utilizing converter slug and preliminarily treated
JPH0848549A (en) * 1994-08-05 1996-02-20 Nippon Steel Corp Slag curing material
JPH09105105A (en) * 1995-10-12 1997-04-22 Sumitomo Metal Ind Ltd Roadbed material
JPH11116287A (en) * 1997-10-09 1999-04-27 Nkk Corp Expansion suppressing method of steel making slag

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JPS6236059A (en) * 1985-08-06 1987-02-17 電気化学工業株式会社 High strength cement composition
JPH0283247A (en) * 1988-09-20 1990-03-23 Denki Kagaku Kogyo Kk Underwater concrete-mortar binder
JPH0416534A (en) * 1990-05-07 1992-01-21 Nippon Jiryoku Senko Kk Method for utilizing slag and coal ash
JPH05279095A (en) * 1992-03-30 1993-10-26 Japan Metals & Chem Co Ltd Method of utilizing converter slug and preliminarily treated
JPH0848549A (en) * 1994-08-05 1996-02-20 Nippon Steel Corp Slag curing material
JPH09105105A (en) * 1995-10-12 1997-04-22 Sumitomo Metal Ind Ltd Roadbed material
JPH11116287A (en) * 1997-10-09 1999-04-27 Nkk Corp Expansion suppressing method of steel making slag

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009107908A (en) * 2007-10-31 2009-05-21 Jfe Mineral Co Ltd Method for producing artificial stone material
JP2009114027A (en) * 2007-11-07 2009-05-28 Nippon Steel Corp Artificial stone material made of steel slag hydrated solidified body used for landfill, riprap or back filling material
JP2011001250A (en) * 2009-06-22 2011-01-06 Nippon Steel Corp Roadbed material for preserving environment
JP2013028518A (en) * 2011-07-29 2013-02-07 Nippon Steel & Sumitomo Metal Corp Artificial stone made of expansion-controlled iron and steel slag hydration-solidified body, and method for producing the same
JP2012025658A (en) * 2011-08-31 2012-02-09 Jfe Mineral Co Ltd Method for producing artificial stone
CN114507053A (en) * 2021-12-29 2022-05-17 武汉大学(肇庆)资源与环境技术研究院 Cement-free roadbed material and preparation method thereof

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