JP2003146724A - Spray concrete layer - Google Patents

Spray concrete layer

Info

Publication number
JP2003146724A
JP2003146724A JP2001348444A JP2001348444A JP2003146724A JP 2003146724 A JP2003146724 A JP 2003146724A JP 2001348444 A JP2001348444 A JP 2001348444A JP 2001348444 A JP2001348444 A JP 2001348444A JP 2003146724 A JP2003146724 A JP 2003146724A
Authority
JP
Japan
Prior art keywords
weight
parts
water
electric furnace
particle size
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
JP2001348444A
Other languages
Japanese (ja)
Inventor
Eiji Fuchigami
榮治 渕上
Kumao Hoshino
熊夫 星野
Keiichi Tsuruyama
圭一 鶴山
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.)
HOSHINO SANSHO KK
Hoshino Sansho KK
Original Assignee
HOSHINO SANSHO KK
Hoshino Sansho KK
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 HOSHINO SANSHO KK, Hoshino Sansho KK filed Critical HOSHINO SANSHO KK
Priority to JP2001348444A priority Critical patent/JP2003146724A/en
Publication of JP2003146724A publication Critical patent/JP2003146724A/en
Pending legal-status Critical Current

Links

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
    • 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
    • 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
    • C04B2111/00482Coating or impregnation materials
    • C04B2111/00577Coating or impregnation materials applied by spraying
    • 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
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
    • 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

Abstract

PROBLEM TO BE SOLVED: To provide a spray concrete layer having high strength and high surface density. SOLUTION: Water is added to a mixture containing aggregate to be a hard granulated material of oxidized slag of an electric furnace, which is reformed by quenching, and water-hardenable inorganic material powder and the resultant mixture is sprayed onto a base surface and cured to form the spray concrete layer. The hard granulated material of oxidized slag of the electric furnace, which is reformed by quenching and used as aggregate in the spray concrete layer, is high in hardness, since its matrix has Mohs' hardness of nearly 6 and its mineral phase has Mohs' hardness of nearly 8, and heavy in weight, since its specific gravity is 3.3-4.1.

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】本発明は例えば道路の法面、
崖、河岸、池の堤体等の主として傾斜した基礎表面に形
成されるコンクリート層に関するものであり、上記コン
クリート層には密実コンクリート層とポーラスコンクリ
ート層とがある。
TECHNICAL FIELD The present invention relates to, for example, a slope of a road,
The present invention relates to a concrete layer mainly formed on a sloping foundation surface such as a cliff, a riverbank, and a bank of a pond, and the concrete layer includes a solid concrete layer and a porous concrete layer.

【0002】[0002]

【従来の技術】従来、この種のコンクリート層には骨材
として、砕石、玉砕、砂利、砂等の天然骨材が使用され
ていた。
2. Description of the Related Art Conventionally, natural aggregates such as crushed stone, crushed stone, gravel and sand have been used as aggregates in this type of concrete layer.

【0003】[0003]

【発明が解決しようとする課題】これら天然骨材は硬度
が低く、砕け易く、また軽量であり、高強度かつ面密度
の大きなコンクリート層を得ることが出来なかった。
However, these natural aggregates have low hardness, are easily crushed, and are lightweight, so that a concrete layer having high strength and high areal density cannot be obtained.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来の課題
を解決するための手段として、急冷改質処理された硬質
電気炉酸化スラグ粒状物である骨材と、水硬性無機材料
粉末とを含む混合物に水を加えて基礎表面に吹付け硬化
させることによって形成された吹付けコンクリート層を
提供する。更に本発明では、粒径5〜13mmの急冷改質
処理された硬質電気炉酸化スラグ粒状物である粗骨材1
00重量部、粒径5mm以下の細骨材60〜110重量
部、水硬性無機材料粉末20〜70重量部、減水剤0〜
30重量部、および急結剤1.0〜6.0重量部を含む
混合物に水を加えて基礎表面に吹付け硬化させることに
よって形成された密実な吹付けコンクリート層、および
粒径5〜13mmの急冷改質処理された硬質電気炉酸化ス
ラグ粒状物である粗骨材100重量部、粒径5mm以下の
細骨材100〜400重量部、水硬性無機材料粉末10
〜60重量部、減水剤0〜30重量部、および急結剤
1.0〜6.0重量部を含む混合物に水を加えて基礎表
面に吹付け硬化させることによって形成されたポーラス
な吹付けコンクリート層、あるいは粒径2.5〜5mmの
急冷改質処理された硬質電気炉酸化スラグ粒状物である
粗骨材100重量部、水硬性無機材料粉末10〜60重
量部、減水剤0〜30重量部、および急結剤1.0〜
6.0重量部を含む混合物に水を加えて基礎表面に吹付
け硬化させることによって形成されたポーラスな吹付け
コンクリート層を提供する。また上記基礎が傾斜地盤で
ある場合、本発明は特に有用である。
[Means for Solving the Problems] As a means for solving the above-mentioned conventional problems, the present invention provides an aggregate which is a hard electric furnace oxidizing slag granular material which has been subjected to a quenching reforming treatment, and a hydraulic inorganic material powder. Provide a sprayed concrete layer formed by adding water to the containing mixture and spray-curing it on the base surface. Further, in the present invention, a coarse aggregate 1 which is a hard electric furnace oxidizing slag granular material having a particle size of 5 to 13 mm and subjected to a quenching reforming treatment
00 parts by weight, 60 to 110 parts by weight of fine aggregate having a particle size of 5 mm or less, 20 to 70 parts by weight of hydraulic inorganic material powder, water reducing agent 0 to
A solid sprayed concrete layer formed by adding water to a mixture containing 30 parts by weight and 1.0-6.0 parts by weight of a quick-setting agent and spray-curing the base surface, and a particle size of 5- 100 parts by weight of coarse aggregate which is a hard electric furnace oxidation slag granule having a 13 mm quench and reforming treatment, 100 to 400 parts by weight of fine aggregate having a particle size of 5 mm or less, and hydraulic inorganic material powder 10
~ 60 parts by weight, 0 to 30 parts by weight of a water reducing agent, and 1.0 to 6.0 parts by weight of a quick-setting agent are added to the mixture to form a porous spray formed by spray-curing the base surface with water. 100 parts by weight of a coarse aggregate which is a concrete electric layer or a hard electric furnace oxidizing slag granular material having a particle size of 2.5 to 5 mm and which has been subjected to a quenching reforming treatment, 10 to 60 parts by weight of a hydraulic inorganic material powder, and a water reducing agent of 0 to 30. Parts by weight, and quick-setting agent 1.0-
A porous sprayed concrete layer formed by adding water to a mixture containing 6.0 parts by weight and spray-curing the base surface is provided. The present invention is particularly useful when the foundation is a sloping ground.

【0005】[0005]

【作用】本発明の電気炉酸化スラグ粒状物はスラグ成分
のマトリクス内に鉱物相が分散した構造を有している
が、急冷改質処理を行うと、スラグ成分のマトリクスで
もモース硬度6程度、鉱物相はモース硬度が8程度とな
るので、高い耐摩耗性を有する。なお鉱物相はマグネタ
イト、アイアンクロマイト等の鉄系鉱物からなる。そし
て水砕スラグの場合は表面に鉱物相が突出して微細な凹
凸が形成され、また粉砕スラグの場合にはスラグ成分の
マトリクスと鉱物相との境界で破断するためにやはり表
面に微細な凹凸が形成される。
The electric furnace oxidized slag granules of the present invention have a structure in which the mineral phase is dispersed in the matrix of the slag component. However, when the quenching reforming treatment is performed, the matrix of the slag component also has a Mohs hardness of about 6, Since the mineral phase has a Mohs hardness of about 8, it has high wear resistance. The mineral phase consists of iron-based minerals such as magnetite and iron chromite. In the case of water granulated slag, the mineral phase is projected on the surface to form fine irregularities, and in the case of ground slag, fine irregularities are also present on the surface because it breaks at the boundary between the matrix of the slag component and the mineral phase. It is formed.

【0006】このように本発明では電気炉酸化スラグ粒
状物表面に微細な凹凸が形成されるから、バインダーと
しての水硬性無機材料が食い込み易くなり、密実性も向
上し、少量の水硬性無機材料を使用しても、該電気炉酸
化スラグ粒状物は強固に結着され、高強度のコンクリー
ト層が得られる。また該電気炉酸化スラグ粒状物は比重
が3.3〜4.1であって重量が大であり、これを用い
たはコンクリート層は重量効果によって優れた制振性を
有し、遮音性、吸音性にも優れ、かつヤング係数が高く
なって曲げ強度が向上する。更に該電気炉酸化スラグ粒
状物は耐火度が1100℃程度であるから、コンクリー
ト層は優れた耐火性を有する。
As described above, according to the present invention, since fine irregularities are formed on the surface of the electric furnace oxidation slag granules, the hydraulic inorganic material as a binder is easily bited into, the solidity is improved, and a small amount of hydraulic inorganic material is used. Even if a material is used, the electric furnace oxidation slag granules are firmly bound and a high-strength concrete layer is obtained. Further, the electric furnace oxidation slag granules have a specific gravity of 3.3 to 4.1 and a large weight, and when this is used, the concrete layer has an excellent vibration damping property due to the weight effect, a sound insulating property, It also has excellent sound absorption, and has a high Young's modulus to improve bending strength. Furthermore, since the refractory degree of the electric furnace oxidized slag granules is about 1100 ° C., the concrete layer has excellent fire resistance.

【0007】[0007]

【発明の実施の形態】以下に本発明を詳細に説明する。 〔電気炉酸化スラグ粒状物〕本発明に言う電気炉酸化ス
ラグは、通常Ca O10〜26重量%、Si O2 8〜2
2重量%、Mn O4〜7重量%、Mg O2〜8重量%、
Fe O13〜32重量%、Fe23 9〜45重量%、A
l23 4〜16重量%、Cr23 1〜4重量%程度含
み、更に微量成分としてTi O2 0.25〜0.70重
量%、P2 50.15〜0.50重量%、S0.00
5〜0.085重量%程度含み、安定な鉱物組成を得る
ためのFe を20〜45重量%程度含むものであり、天
然骨材成分に含まれる粘土、有機不純物、塩分を全く含
まず、不安定な遊離石灰、遊離マグネシアあるいは鉱物
も殆ど含まない。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is described in detail below. [Electric Furnace Oxidized Slag Granules] The electric furnace oxidized slag referred to in the present invention is usually 10 to 26% by weight of CaO and 8 to 2 of SiO 2.
2% by weight, MnO 4 to 7% by weight, MgO 2 to 8% by weight,
Fe O 13 to 32% by weight, Fe 2 O 3 9 to 45% by weight, A
l 2 O 3 4 to 16 wt%, Cr 2 O 3 containing about 1 to 4 wt%, further Ti O 2 from .25 to .70% by weight as a minor component, P 2 O 5 0.15 to 0.50 % By weight, S0.00
It contains about 5 to 0.085% by weight and about 20 to 45% by weight of Fe for obtaining a stable mineral composition. It does not contain clay, organic impurities or salt contained in natural aggregate components at all. Free of stable free lime, free magnesia or minerals.

【0008】上記電気炉酸化スラグには、比重を高める
ために所望なれば高比重金属粉末や高比重金属酸化物が
添加されてもよい。上記高比重金属粉末とは、鉄、ニッ
ケル、コバルト、クロム、モリブデン、銅、鉛、亜鉛、
例えばステンレススチール等の合金の粉末であり、比重
は7g/cm 3 以上、粒径は50μm 以下であることが望
ましい。
The electric furnace oxidation slag has a high specific gravity.
Therefore, if desired, high specific gravity metal powder or high specific gravity metal oxide
It may be added. The above-mentioned high specific gravity metal powder means iron or nickel.
Kell, cobalt, chromium, molybdenum, copper, lead, zinc,
For example, powder of alloy such as stainless steel,
Is 7 g / cm 3Above, the particle size should be less than 50μm
Good

【0009】また上記高比重金属酸化物としては、上記
高比重金属の酸化物がある。更に本発明においては使用
可能な高比重酸化物粉末としては、鋼材を溶断する際に
発生するスケール粉がある。このようなスケール粉は略
球状でフェライトであり、電気炉酸化スラグ粒状物と同
じような機能を付加することが出来る。更に上記電気炉
酸化スラグには、塩基度調節のため酸化カルシウム、酸
化ケイ素等の他の金属酸化物が添加されてもよい。
As the high specific gravity metal oxide, there is an oxide of the high specific gravity metal. Further, as the high-specific-gravity oxide powder that can be used in the present invention, there is scale powder generated when the steel material is melt-cut. Such scale powder is substantially spherical and is ferrite, and can have the same function as that of the electric furnace oxidation slag granules. Further, other metal oxides such as calcium oxide and silicon oxide may be added to the electric furnace oxidation slag in order to adjust the basicity.

【0010】上記電気炉酸化スラグを粒化して粒状物を
製造するには、水砕法および破砕法の二つの方法があ
る。水砕法にあっては、該電気炉酸化スラグの溶融物を
高速回転する羽根付きドラムに注入し、該溶融物を該羽
根付きドラムによって破砕粒状化し、粒状化した該溶融
物を水ミスト雰囲気中で急冷改質処理する方法が採られ
る。該羽根付きドラムは複数個配置して複数段の破砕粒
状化を行なってもよい。このようにして得られる電気炉
酸化スラグの粒状物は通常5mm以下の粒径を有し、粒径
2.5mm以下のものは略球状であり、高比重金属粉末や
高比重金属酸化物が添加されていない場合、比重は3.
3〜4.1の範囲にあり、表面にはひび割れ等の欠陥は
なく、表面に突出する鉱物相による微細な凹凸を有しま
た中空構造のものからなるかまたは中空構造のものを含
んでいる。
There are two methods for granulating the above-mentioned electric furnace oxidation slag to produce granules: a water granulation method and a crushing method. In the water granulation method, the melt of the electric furnace oxidation slag is poured into a high speed rotating bladed drum, the melt is crushed and granulated by the bladed drum, and the granulated melt is in a water mist atmosphere. The method of quenching reforming treatment is adopted. A plurality of bladed drums may be arranged to carry out crushing granulation in a plurality of stages. The granules of the electric furnace oxidation slag thus obtained usually have a particle size of 5 mm or less, and those having a particle size of 2.5 mm or less are substantially spherical, and high specific gravity metal powder and high specific gravity metal oxide are added. If not, the specific gravity is 3.
It is in the range of 3 to 4.1, has no defects such as cracks on the surface, has fine irregularities due to the mineral phase protruding on the surface, and is composed of or includes a hollow structure. .

【0011】破砕法にあっては、上記電気炉酸化スラグ
は溶融状態で耐熱容器中に所定の厚みに流し出され、上
から水をかけることによって急冷改質処理が施される。
この場合、耐熱容器中のスラグ溶融物の厚さが小さすぎ
ると、水をかける前に自然冷却(徐冷)によって硬化し
易くなり、所望の硬度が得られなくなるおそれがあり、
また厚さが大きくなり過ぎると、水をかけた場合に水が
急激に水蒸気となり、水蒸気爆発の危険がある。望まし
いスラグ溶融物の厚さは80mm〜120mmである。
In the crushing method, the electric furnace oxidation slag is cast in a molten state into a heat-resistant container to a predetermined thickness, and water is poured from above to perform a rapid reforming treatment.
In this case, if the thickness of the slag melt in the heat-resistant container is too small, it tends to be hardened by natural cooling (gradual cooling) before adding water, and there is a possibility that the desired hardness cannot be obtained.
If the thickness is too large, the water will suddenly become steam when sprinkled with water, and there is a risk of steam explosion. The preferred slag melt thickness is 80 mm to 120 mm.

【0012】水をかける場合には耐熱容器中のスラグ溶
融物のスラグ溶融物の表面に水が溜まらないようにする
ことが望ましく、水をかける量が多過ぎてスラグ溶融物
の表面に水が溜まって水の蒸発潜熱による急冷効果が期
待出来なくなる。上記水をかける量は、スラグ溶融物1
トン当たり毎秒200〜400リットル程度が望まし
い。上記急冷によってスラグ溶融物は急速に硬化する
が、この際自己破砕によって容器中のスラグ溶融物の厚
さ程度の径を有するスラグ原塊が得られる。
When sprinkling water, it is desirable to prevent water from accumulating on the surface of the slag melt of the slag melt in the heat-resistant container. Too much water should be sprinkled on the surface of the slag melt. It becomes impossible to expect a quenching effect due to the latent heat of vaporization of water that accumulates. The amount of water is 1 slag melt
About 200 to 400 liters per second is desirable per ton. The slag melt is rapidly hardened by the rapid cooling, but at this time, the slag raw mass having a diameter of about the thickness of the slag melt in the container is obtained by self-crushing.

【0013】該スラグ原塊は粗砕機で粗砕され、更に細
砕機で細砕される。上記粉砕によって、スラグ塊はスラ
グ成分のマトリクスと鉱物相との境界で破断し、表面に
微細な凹凸が形成される。上記破砕物は粗篩機等によっ
て粗分級され、更に細砕機等によって細分級して5〜2
5mm望ましくは5〜20mmの粗骨材、粒径5〜13mm望
ましくは5〜10mmの粗骨材、あるいは2.5〜5mmの
粗骨材、および5mm以下の細骨材に分ける。
The raw slag mass is crushed by a crusher and further crushed by a crusher. By the above pulverization, the slag mass breaks at the boundary between the matrix of the slag component and the mineral phase, and fine irregularities are formed on the surface. The crushed material is roughly classified by a coarse sieving machine or the like, and further finely classified by a crushing machine or the like to obtain 5-2.
5 mm, preferably 5 to 20 mm of coarse aggregate, 5 to 13 mm of particle size, preferably 5 to 10 mm of coarse aggregate, 2.5 to 5 mm of coarse aggregate, and fine aggregate of 5 mm or less.

【0014】上記粗砕および細砕はスラグ原塊が水で濡
れたまゝで行ってもよいし、またスラグ原塊を乾燥して
粗砕以後の工程を行ってもよいし、あるいはスラグ原塊
を粗砕した後に乾燥して細砕以後の工程を行ってもよ
い。また上記分級工程において、篩を通過しない残分は
破砕工程に戻されることが望ましい。このようにして得
られる粒状物の比重は水砕品と同様3.3〜4.1の範
囲にある。
The above-mentioned crushing and crushing may be carried out while the raw slag mass is wet with water, or the slag raw mass may be dried and subjected to the steps after the crushing, or the slag raw mass may be used. May be crushed and then dried to carry out the steps after crushing. In the classification step, it is desirable that the residue that does not pass through the sieve be returned to the crushing step. The specific gravity of the granules thus obtained is in the range of 3.3 to 4.1, like the granulated product.

【0015】〔水硬性無機材料〕本発明で使用される水
硬性無機材料としては、ポルトランドセメント、アルミ
ナセメント、高炉セメント等のセメント類あるいは高炉
急冷スラグ微粉末、電気炉急冷還元スラグ微粉末、該セ
メント類にケイ砂、ケイ石粉、シリカヒューム、高炉ス
ラグ微粉末、フライアッシュ、シラスバルーン、パーラ
イト、ベントナイト、ケイソウ土等のケイ酸含有物質を
添加した混合粉体等がある。
[Hydraulic Inorganic Material] Examples of the hydraulic inorganic material used in the present invention include cements such as Portland cement, alumina cement, blast furnace cement and the like, or blast furnace quenched slag fine powder, electric furnace quenched reduced slag fine powder, Mixed powders such as silica sand, silica stone powder, silica fume, blast furnace slag fine powder, fly ash, silas balloon, perlite, bentonite, diatomaceous earth and the like are available.

【0016】〔細骨材〕本発明において使用される細骨
材は粒径が5mm以下のものであり、このような細骨材と
しては、例えば上記電気炉酸化スラグ粒状物の粒径5mm
以下のもの、粒径5mm以下の砂等が用いられる。
[Fine aggregate] The fine aggregate used in the present invention has a particle size of 5 mm or less. As such a fine aggregate, for example, the particle size of the electric furnace oxidation slag granules is 5 mm.
The following, sand with a particle size of 5 mm or less is used.

【0017】〔粗骨材〕上記電気炉酸化スラグ粒状物か
らなる粗骨材の一部に代えて、本発明では粒径5〜25
mmあるいは2.5〜5mmの砕石、砂利等の粗骨材を使用
してもよい。
[Coarse Aggregate] In the present invention, a particle size of 5 to 25 is used instead of a part of the coarse aggregate composed of the electric furnace oxidized slag particles.
mm or 2.5 to 5 mm of crushed stone, coarse aggregate such as gravel may be used.

【0018】〔減水剤〕本発明に使用される減水剤とし
ては、AE減水剤、高性能減水剤等が例示される。
[Water-Reducing Agent] Examples of the water-reducing agent used in the present invention include AE water-reducing agents and high-performance water-reducing agents.

【0019】〔急結剤〕本発明では吹付けたコンクリー
ト層を急速に硬化させるために急結剤を使用する。この
ような急結剤としては、例えば塩化カルシウム、硫酸マ
グネシウム、硫酸アルミニウム、ポリ塩化アルミニウム
等が例示される。
[Quick-setting agent] In the present invention, a quick-setting agent is used for rapidly hardening the sprayed concrete layer. Examples of such a quick-setting agent include calcium chloride, magnesium sulfate, aluminum sulfate, polyaluminum chloride and the like.

【0020】〔密実コンクリート吹付け配合〕密実コン
クリート吹付け配合にあっては、粒径5〜13mmの急冷
改質処理された硬質電気炉酸化スラグ粒状物である粗骨
材100重量部、粒径5mm以下の細骨材60〜110重
量部、水硬性無機材料粉末20〜70重量部、減水剤0
〜30重量部、および急結剤1.0〜6.0重量部を含
む混合物に水を加える。水の添加量は通常該混合物10
0重量部に対して4〜7重量部程度である。
[Solid concrete spraying compound] In the solid concrete spraying compound, 100 parts by weight of coarse aggregate, which is a hard electric furnace oxidizing slag granule having a particle size of 5 to 13 mm and which has been subjected to a quenching reforming treatment, 60 to 110 parts by weight of fine aggregate having a particle size of 5 mm or less, 20 to 70 parts by weight of hydraulic inorganic material powder, water reducing agent 0
Water is added to the mixture containing .about.30 parts by weight, and 1.0-6.0 parts by weight of the quick-setting agent. The amount of water added is usually 10
It is about 4 to 7 parts by weight with respect to 0 parts by weight.

【0021】〔ポーラスコンクリート吹付け配合〕ポー
ラスコンクリート吹付け配合にあっては、粒径5〜13
mmの急冷改質処理された硬質電気炉酸化スラグ粒状物で
ある粗骨材100重量部、粒径5mm以下の細骨材100
〜400重量部、水硬性無機材料粉末10〜60重量
部、減水剤0〜30重量部、および急結剤1.0〜6.
0重量部を含む混合物、あるいは粒径2.5〜5mmの急
冷改質処理された硬質電気炉酸化スラグ粒状物である粗
骨材100重量部、水硬性無機材料粉末10〜60重量
部、減水剤0〜30重量部、および急結剤1.0〜6.
0重量部を含む混合物に水を加える。水の添加量は通常
該混合物100重量部に対して4〜7重量部程度であ
る。
[Porous Concrete Spraying Mixture] In the porous concrete spraying mix, the particle size is 5 to 13
100 parts by weight of coarse aggregate which is a hard electric furnace oxidation slag granular material subjected to quenching reforming treatment of 100 mm, and fine aggregate 100 having a particle size of 5 mm or less
.About.400 parts by weight, hydraulic inorganic material powder 10 to 60 parts by weight, water reducing agent 0 to 30 parts by weight, and quick-setting agent 1.0 to 6.
Mixture containing 0 parts by weight, or 100 parts by weight of coarse aggregate, which is a hard electric furnace oxidation slag granule having a particle size of 2.5 to 5 mm and subjected to quenching reforming, 10 to 60 parts by weight of hydraulic inorganic material powder, and reduced water Agent 0 to 30 parts by weight, and quick-setting agent 1.0 to 6.
Water is added to the mixture containing 0 parts by weight. The amount of water added is usually about 4 to 7 parts by weight per 100 parts by weight of the mixture.

【0022】〔吹付け〕上記配合物はスプレーガンによ
って基礎に吹付けられる。基礎としては道路の法面、
崖、河岸、池の堤体等の傾斜地盤が例示される。このよ
うな傾斜地盤表面に本発明の吹付け配合物を吹付ける。
吹付けられた配合物は硬化して高強度および質量効果等
により地盤の崩壊を防止する。特に河岸、池土堤の表面
にポーラスコンクリート層を形成すると、水が該ポーラ
スコンクリート層を内側あるいは外側から通過出来、ま
た植物が活着出来る。更に基礎としては建築物や構築物
があり、建築物や構築物の外面あるいは損傷部に吹付け
ることによって建築物や構築物に耐火性、遮音・制振
性、耐摩耗性、滑り抵抗性等を付与し、また損傷部にあ
ってはこれを補強する。
Spraying The above formulation is sprayed onto the base with a spray gun. As the foundation, the slope of the road,
Examples include sloping ground such as cliffs, riverbanks, and levee bodies. The spray formulation of the present invention is sprayed onto such a sloped ground surface.
The sprayed formulation cures to prevent ground collapse due to high strength and mass effects and the like. In particular, when a porous concrete layer is formed on the surface of a riverbank or a pond embankment, water can pass through the porous concrete layer from the inside or the outside, and plants can grow. Further, there are buildings and structures as the foundation, and by spraying on the outer surfaces or damaged parts of buildings and structures, fire resistance, sound insulation / vibration resistance, abrasion resistance, slip resistance, etc. are imparted to the structures and construction. If there is a damaged part, reinforce it.

【0023】〔実施例1〕(密実コンクリート配合) 粗骨材として粒径5〜13mmの急冷改質処理された硬質
電気炉酸化スラグ粒状物を使用する。細骨材として粒径
5mm以下の上記電気炉酸化スラグ粒状物を使用する。上
記粗骨材および細骨材を使用して下記の吹付け配合物を
調製する。水160kg、ポルトランドセメント320k
g、粗骨材1028kg、細骨材1542kg、急結剤20k
g、高性能AE減水剤3.2kg、増粘剤6.4kgを配合
し1m3 とした。上記配合物を基礎に吹付け、室温で3
日間放置した後のコンクリート層について物性を測定し
た結果を表1に示す。
[Example 1] (Compound concrete mixing) As the coarse aggregate, a hard electric furnace oxidation slag granular material having a particle size of 5 to 13 mm and subjected to a quenching reforming treatment is used. As the fine aggregate, the above-mentioned electric furnace oxidation slag granules having a particle size of 5 mm or less are used. The following spray formulations are prepared using the above coarse and fine aggregates. Water 160kg, Portland cement 320k
g, coarse aggregate 1028 kg, fine aggregate 1542 kg, quick setting agent 20 k
g, a high-performance AE water reducing agent 3.2 kg, and a thickener 6.4 kg were mixed to make 1 m 3 . Spray the above formulation onto the base and at room temperature 3
Table 1 shows the results of measuring the physical properties of the concrete layer after standing for one day.

【0024】〔比較例1〕粗骨材として粒径5〜13mm
の砕石を使用し、細骨材として粒径5mm以下の砂を使用
し、下記の吹付け配合物を調製した。水160kg、ポル
トランドセメント320kg、粗骨材702kg、細骨材1
052kg、急結剤20kg、高性能AE減水剤3.2kgを
配合し1m3 とした。上記配合においては、粗骨材およ
び細骨材の容積%は実施例1と同じになるように設定さ
れている。上記配合物を基礎に吹付け、室温で3日間放
置した後のコンクリート層について物性を測定した結果
を表1に示す。
[Comparative Example 1] Grain size as coarse aggregate 5 to 13 mm
The following spray formulations were prepared using crushed stones of No. 1 and sand having a particle size of 5 mm or less as fine aggregate. Water 160kg, Portland cement 320kg, coarse aggregate 702kg, fine aggregate 1
052 kg, quick-setting agent 20 kg, and high-performance AE water reducing agent 3.2 kg were mixed to make 1 m 3 . In the above composition, the volume percentages of the coarse aggregate and the fine aggregate are set to be the same as in Example 1. Table 1 shows the results of measuring the physical properties of the concrete layer after spraying the above mixture on a foundation and leaving it to stand at room temperature for 3 days.

【0025】[0025]

【表1】 [Table 1]

【0026】表1をみれば、実施例1の吹付けコンクリ
ート層は、天然骨材を使用した比較例1に比べて、圧縮
強度、ヤング係数共に格段に大きく、また単位容積質量
も大であり、かつ材料損失が小さいことが認められる。
As can be seen from Table 1, the shotcrete concrete layer of Example 1 has remarkably large compressive strength and Young's modulus as well as the unit volume mass as compared with Comparative Example 1 using natural aggregate. And it is recognized that the material loss is small.

【0027】〔実施例2〕(ポーラスコンクリート配
合) 粗骨材として粒径2.5〜5mmの硬質電気炉酸化スラグ
粒状物を使用する。上記粗骨材を使用して下記の吹付け
配合物を調製する。水133kg、ポルトランドセメント
380kg、粗骨材1950kg、急結剤15kg、高性能A
E減水剤2.0kgを配合し1m3 とした。上記配合物を
基礎に吹付け、室温で3日間放置した後のコンクリート
層について物性を測定した結果を表2に示す。
Example 2 (Compounding Porous Concrete) As a coarse aggregate, a hard electric furnace oxidizing slag granular material having a particle size of 2.5 to 5 mm is used. The following spray formulations are prepared using the above coarse aggregate. Water 133kg, Portland cement 380kg, coarse aggregate 1950kg, quick-setting admixture 15kg, high performance A
E Water-reducing agent (2.0 kg) was mixed to make 1 m 3 . Table 2 shows the results of measuring the physical properties of the concrete layer after spraying the above composition on a foundation and leaving it to stand at room temperature for 3 days.

【0028】〔比較例2〕粗骨材として粒径2.5〜5
mmの硬質砂岩砕石を使用する。上記粗骨材を使用して下
記の吹付け配合物を調製する。水133kg、ポルトラン
ドセメント380kg、粗骨材1246kg、急結剤15k
g、高性能AE減水剤2.0kgを配合し1m3 とした。
上記配合においては、粗骨材の容積%は実施例2と同じ
になるように設定されている。上記配合物を基礎に吹付
け、室温で3日間放置した後のコンクリート層について
物性を測定した結果を表2に示す。
[Comparative Example 2] Particle diameter of 2.5 to 5 as coarse aggregate
Use mm hard sandstone crushed stone. The following spray formulations are prepared using the above coarse aggregate. 133 kg of water, 380 kg of Portland cement, 1246 kg of coarse aggregate, 15 k of quick setting agent
g and 2.0 kg of a high-performance AE water reducing agent were mixed to make 1 m 3 .
In the above composition, the volume% of the coarse aggregate is set to be the same as in Example 2. Table 2 shows the results of measuring the physical properties of the concrete layer after spraying the above composition on a foundation and leaving it to stand at room temperature for 3 days.

【0029】[0029]

【表2】 [Table 2]

【0030】表2をみれば、実施例2の吹付けコンクリ
ート層は、天然骨材を使用した比較例2に比べて空隙率
は同等であるが、圧縮強度、ヤング係数共に格段に大き
く、また単位容積質量も大であり、かつ材料損失が小さ
いことが認められる。
As shown in Table 2, the shotcrete concrete layer of Example 2 has a porosity equivalent to that of Comparative Example 2 using natural aggregate, but both the compressive strength and Young's modulus are remarkably large. It is recognized that the unit volume mass is also large and the material loss is small.

【0031】[0031]

【発明の効果】本発明では、高強度で面密度が大きく、
耐火性、遮音、制振性、耐摩耗性、滑り抵抗性に優れた
吹付けコンクリート層が提供される。
According to the present invention, high strength and high areal density,
Provided is a shotcrete layer having excellent fire resistance, sound insulation, vibration control, wear resistance, and slip resistance.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鶴山 圭一 愛知県海部郡十四山村大字馬ケ地新田字下 溜62 株式会社星野産商内 Fターム(参考) 2D044 DC04 4G012 PA04 PA29    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Keiichi Tsuruyama             Aichi Prefecture, Kabu-gun, 14 Yamamura Large-scale horseback ground Nitta             Tame 62 Hoshino Sansho Co., Ltd. F-term (reference) 2D044 DC04                 4G012 PA04 PA29

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】急冷改質処理された硬質電気炉酸化スラグ
粒状物である骨材と、水硬性無機材料粉末とを含む混合
物に水を加えて基礎表面に吹付け硬化させることによっ
て形成されたことを特徴とする吹付けコンクリート層
1. A mixture formed by adding aggregate, which is a hard electric furnace oxidation slag granule that has been subjected to a quenching reforming treatment, and a hydraulic inorganic material powder, to which water is added, and the mixture is spray-cured onto a base surface to be cured. Shotcrete layer characterized by
【請求項2】粒径5〜13mmの急冷改質処理された硬質
電気炉酸化スラグ粒状物である粗骨材100重量部、粒
径5mm以下の細骨材60〜110重量部、水硬性無機材
料粉末20〜70重量部、減水剤0〜30重量部、およ
び急結剤1.0〜6.0重量部を含む混合物に水を加え
て基礎表面に吹付け硬化させることによって形成された
ことを特徴とする密実な吹付けコンクリート層
2. 100 parts by weight of coarse aggregate which is a hard electric furnace oxidation slag granular material having a particle size of 5 to 13 mm and which has been subjected to quenching reforming, 60 to 110 parts by weight of fine aggregate having a particle size of 5 mm or less, and a hydraulic inorganic material. Formed by adding water to a mixture containing 20 to 70 parts by weight of the material powder, 0 to 30 parts by weight of a water reducing agent, and 1.0 to 6.0 parts by weight of a quick-setting agent, and spray-curing the mixture on a base surface. Solid shotcrete layer characterized by
【請求項3】粒径5〜13mmの急冷改質処理された硬質
電気炉酸化スラグ粒状物である粗骨材100重量部、粒
径5mm以下の細骨材100〜400重量部、水硬性無機
材料粉末10〜60重量部、減水剤0〜30重量部、お
よび急結剤1.0〜6.0重量部を含む混合物に水を加
えて基礎表面に吹付け硬化させることによって形成され
たことを特徴とするポーラスな吹付けコンクリート層
3. 100 parts by weight of coarse aggregate, which is a hard electric furnace oxidizing slag granule having a particle size of 5 to 13 mm and which has been subjected to quenching reforming, 100 to 400 parts by weight of fine aggregate having a particle size of 5 mm or less, and a hydraulic inorganic material. Formed by adding water to a mixture containing 10 to 60 parts by weight of material powder, 0 to 30 parts by weight of a water-reducing agent, and 1.0 to 6.0 parts by weight of a quick-setting agent, and spray-curing the surface of the base. Porous shotcrete layer characterized by
【請求項4】粒径2.5〜5mmの急冷改質処理された硬
質電気炉酸化スラグ粒状物である粗骨材100重量部、
水硬性無機材料粉末10〜60重量部、減水剤0〜30
重量部、および急結剤1.0〜6.0重量部を含む混合
物に水を加えて基礎表面に吹付け硬化させることによっ
て形成されたことを特徴とするポーラスな吹付けコンク
リート層
4. 100 parts by weight of coarse aggregate which is a hard electric furnace oxidizing slag granule having a particle size of 2.5 to 5 mm and which has been subjected to a quenching reforming treatment,
Hydraulic inorganic material powder 10 to 60 parts by weight, water reducing agent 0 to 30
A porous sprayed concrete layer formed by adding water to a mixture containing 1 part by weight and 1.0-6.0 parts by weight of a quick-setting agent, and spray-curing the mixture onto a base surface.
【請求項5】該基礎は傾斜地盤である請求項1〜4に記
載の吹付けコンクリート層
5. The shotcrete layer according to claim 1, wherein the foundation is a sloping ground.
JP2001348444A 2001-11-14 2001-11-14 Spray concrete layer Pending JP2003146724A (en)

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Publication Number Publication Date
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Family

ID=19161265

Family Applications (1)

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Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005289719A (en) * 2004-03-31 2005-10-20 Ube Ind Ltd High-strength hydraulic composition
JP2016141993A (en) * 2015-01-30 2016-08-08 東興ジオテック株式会社 Method for preventing spray material from adhering to inner wall of conveying pipeline and inside of sprayer in air pumping spray method
JP2020016028A (en) * 2018-07-23 2020-01-30 大成建設株式会社 Tunnel construction method and tunnel support structure
JP2021008748A (en) * 2019-07-01 2021-01-28 公益財団法人鉄道総合技術研究所 Impermeable structure of slope and its construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005289719A (en) * 2004-03-31 2005-10-20 Ube Ind Ltd High-strength hydraulic composition
JP2016141993A (en) * 2015-01-30 2016-08-08 東興ジオテック株式会社 Method for preventing spray material from adhering to inner wall of conveying pipeline and inside of sprayer in air pumping spray method
JP2020016028A (en) * 2018-07-23 2020-01-30 大成建設株式会社 Tunnel construction method and tunnel support structure
JP7045952B2 (en) 2018-07-23 2022-04-01 大成建設株式会社 Tunnel construction method and tunnel support structure
JP2021008748A (en) * 2019-07-01 2021-01-28 公益財団法人鉄道総合技術研究所 Impermeable structure of slope and its construction method
JP7096789B2 (en) 2019-07-01 2022-07-06 公益財団法人鉄道総合技術研究所 Slope impermeable structure and its construction method

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