JPH08133810A - Ultra-lightweight grc member and composition therefor and production of the member using the composition - Google Patents

Ultra-lightweight grc member and composition therefor and production of the member using the composition

Info

Publication number
JPH08133810A
JPH08133810A JP27240594A JP27240594A JPH08133810A JP H08133810 A JPH08133810 A JP H08133810A JP 27240594 A JP27240594 A JP 27240594A JP 27240594 A JP27240594 A JP 27240594A JP H08133810 A JPH08133810 A JP H08133810A
Authority
JP
Japan
Prior art keywords
weight
parts
water
lightweight
grc
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
JP27240594A
Other languages
Japanese (ja)
Inventor
Masao Shinozaki
征夫 篠崎
Mamoru Shinozaki
守 篠崎
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP27240594A priority Critical patent/JPH08133810A/en
Publication of JPH08133810A publication Critical patent/JPH08133810A/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
    • C04B2111/40Porous or lightweight materials
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/20Mortars, concrete or artificial stone characterised by specific physical values for the density
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

Landscapes

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

Abstract

PURPOSE: To obtain a ultra-lightweight GRC member having mechanical strength comparable to or higher than those of conventional concrete materials etc., and about half in weight compared to conventional GRC. CONSTITUTION: This ultra-llghtweight GRC member has a specific gravity of 1.0-1.2, flexural strength of 100-130kgf/cm<2> and compressive strength of 200-300 kgf/cm<2> , being obtained from 100 pts.wt. of cement, 20-100 pts.wt. of lightweight aggregates, 5-20 pts.wt. of a synthetic resin emulsion (solid concentration at 45wt.%), 1-6 pts.wt. of glass fiber, 0.1-2 pts.wt. of a high-performance water reducing agent, 0.1-1.0 pt.wt. of a defoaming agent, 0.1-0.3 pts.wt. of a water-soluble resin, and 30-60 pts.wt. of water. Specifically, this GRC member is obtained by the following process: cement is dry-mixed with lightweight aggregates in advance, the mixture is incorporated with a synthetic resin emulsion, high- performance water reducing agent, defoaming agent and water-soluble resin followed by water, and the resultant mixture is kneaded and then mixed with glass fibers and further kneaded, and the resultant mixture is cast into a shuttering followed by conducting a steam curing and then demolding.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、超軽量GRC(ガラス
繊維補強コンクリート)部材及びその組成物並びにこれ
を用いた製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an ultra-lightweight GRC (glass fiber reinforced concrete) member, a composition thereof, and a manufacturing method using the same.

【0002】[0002]

【従来の技術】従来、GRCは、一般にセメント、ガラ
ス繊維、硅砂、高性能減水剤等で構成されていた。
2. Description of the Related Art Conventionally, GRC has generally been composed of cement, glass fiber, silica sand, high performance water reducing agent and the like.

【0003】GRCは、その強度が大きいことから、薄
肉材料として使用されることが多く、そのことによって
通常のコンクリート製品に比べて軽量化が図られる。
[0003] GRC is often used as a thin material because of its high strength, and as a result, it is made lighter in weight than ordinary concrete products.

【0004】[0004]

【発明が解決しようとする課題】近年、化粧パネルや化
粧型枠等のより大型のものが要求されるようになってき
た。GRCは密実であり、材料自身の比重がγ≒2.3で
あるため材料が大型化するとかなりの重量となり、少人
数での運搬や取付作業などが困難となりコストアップに
つながる。
In recent years, larger panels such as decorative panels and decorative molds have been required. GRC is solid, and since the specific gravity of the material itself is γ≈2.3, if the material becomes large in size, it will become a considerable weight, and it will be difficult for a small number of people to carry and install it, leading to cost increase.

【0005】このようなことから、これまでにも気泡
剤、軽量骨材(パーライト等)を用いた軽量GRC等も
開発されているが強度的に十分なものではなかった(例
えば、特開昭54ー110222号公報、特開昭55ー
3330号公報、特開昭55ー130873号公報等参
照)。
Under these circumstances, a light-weight GRC using a foaming agent and a lightweight aggregate (perlite etc.) has been developed up to now, but its strength is not sufficient (see, for example, Japanese Patent Laid-Open Publication No. Sho. 54-110222, JP-A-55-3330, JP-A-55-130873).

【0006】従って、GRCの高強度の特徴を生かして
(但し密度は大きい)、薄肉材として(肉厚を薄くする
ことによって)軽量化を図る使い方が殆どであった。
又、GRC特有の欠点であるが、ガラス繊維はセメント
中のアルカリによって劣化する性質を持っている。この
ため、耐アルカリガラス繊維や、低アルカリセメント等
が開発されている(例えば、特開昭55ー142607
号公報等参照)。
[0006] Therefore, most of the usages have been to reduce the weight as a thin material (by reducing the thickness) by taking advantage of the high strength characteristics of GRC (however, the density is large).
Further, glass fiber has a property of being deteriorated by alkali in cement, which is a drawback peculiar to GRC. Therefore, alkali-resistant glass fibers, low-alkali cement, etc. have been developed (for example, JP-A-55-142607).
No.

【0007】処が、これらの組み合わせによってかなり
の効果は上げられるが相当のコストアップとなる。又、
低アルカリセメントは蒸気養生等温度管理の観点から、
その取扱が難しいという欠点がある。
[0007] However, although a considerable effect can be obtained by the combination of these, the cost is considerably increased. or,
From the viewpoint of temperature control such as steam curing, low alkali cement is
It has the drawback of being difficult to handle.

【0008】そのため、通常のセメントを用いると、今
度は耐アルカリガラス繊維でも劣化が見られるという欠
点を有することになる。一方、GRCの製造方法は、種
々あるが、ダイレクトスプレー(吹付)法が主流であ
る。
Therefore, if ordinary cement is used, this will have the drawback that even alkali-resistant glass fibers will be deteriorated. On the other hand, although there are various methods for manufacturing GRC, the direct spray method is the mainstream method.

【0009】これは、ガラス繊維がセメントマトリック
ス中に分散しにくい性質を有しているためである。又、
プレミックス法によって、型枠に流し込んで製造する方
法も提案されているが、流動性に乏しく、製造可能な製
品の形状が限定される欠点があった。
This is because glass fibers have the property of being difficult to disperse in the cement matrix. or,
A method of pouring into a mold by the premix method has also been proposed, but it has a drawback that it has poor fluidity and the shape of a manufacturable product is limited.

【0010】従って、型枠への流し込み方法によって、
薄肉の製品を得ようとすると、型枠内に材料を満遍なく
充満させることが困難であった。そのため、薄肉の製品
や複雑な型枠形状の製品の製造が困難であった。
Therefore, according to the method of pouring into the mold,
When trying to obtain a thin-walled product, it was difficult to uniformly fill the mold with the material. Therefore, it is difficult to manufacture a thin product or a product having a complicated mold shape.

【0011】その他の製造方法として、押し出し、プレ
ス等もあるが、製造可能な製品の形状が限定される欠点
があった。本発明は斯かる従来の問題点を解決するため
に為されたもので、その目的は、従来のコンクリート材
料等と同等以上の強度を有すると共に重量が従来のGR
Cの約半分の超軽量GRC部材を提供することにある。
Other manufacturing methods include extrusion and pressing, but there is a drawback that the shape of the product that can be manufactured is limited. The present invention has been made to solve such a conventional problem, and an object thereof is to have a strength equal to or higher than that of a conventional concrete material or the like and a weight of the conventional GR.
It is to provide an ultra-lightweight GRC member which is about half of C.

【0012】本発明の別の目的は、ガラス繊維のセメン
トマトリックス中への分散性と補強効果を高めることが
できると共に耐久性を付与することができる超軽量GR
C組成物を提供することにある。
Another object of the present invention is an ultra-lightweight GR which can enhance the dispersibility of glass fibers in a cement matrix and the reinforcing effect and can impart durability.
It is to provide a C composition.

【0013】本発明の別の目的は、プレミックス(流し
込み)による超軽量GRCの製造方法を提供することに
ある。
Another object of the present invention is to provide a method for manufacturing an ultralight GRC by premixing (casting).

【0014】[0014]

【課題を解決するための手段】請求項1に係る発明は、
比重1.0〜1.2、曲げ強度100〜130Kgf/cm2であることを
特徴とするものである。
The invention according to claim 1 is
It is characterized by having a specific gravity of 1.0 to 1.2 and a bending strength of 100 to 130 Kgf / cm 2 .

【0015】請求項2に係る発明は、比重1.0〜1.2、曲
げ強度100〜130Kgf/cm2、圧縮強度200〜300Kgf/cm2であ
ることを特徴とするものである。請求項3に係る発明
は、セメント、軽量骨材と、合成樹脂エマルションと、
ガラス繊維と、高性能減水剤と、消泡剤と、水溶性樹脂
と、水とからなることを特徴とするものである。
The invention according to claim 2 is characterized in that the specific gravity is 1.0 to 1.2, the bending strength is 100 to 130 Kgf / cm 2 , and the compression strength is 200 to 300 Kgf / cm 2 . The invention according to claim 3 is a cement, a lightweight aggregate, a synthetic resin emulsion,
It is characterized by comprising glass fiber, a high-performance water reducing agent, a defoaming agent, a water-soluble resin, and water.

【0016】請求項4に係る発明は、セメント100重量
部に対し、軽量骨材20〜100重量部と、合成樹脂(固形
分濃度45%)エマルション5〜20重量部と、ガラス繊維
1〜6重量部と、高性能減水剤0.1〜2重量部と、消泡
剤0.1〜1.0重量部と、水溶性樹脂0.1〜0.3重量部と、水
30〜60重量部とからなることを特徴とするものである。
The invention according to claim 4 relates to 100 parts by weight of cement, 20 to 100 parts by weight of lightweight aggregate, 5 to 20 parts by weight of a synthetic resin (solid content concentration 45%) emulsion, and 1 to 6 of glass fibers. Parts by weight, high-performance water reducing agent 0.1 to 2 parts by weight, antifoaming agent 0.1 to 1.0 parts by weight, water-soluble resin 0.1 to 0.3 parts by weight, water
It is characterized by comprising 30 to 60 parts by weight.

【0017】請求項5に係る発明は、セメントと軽量骨
材を予め空練りした後、合成樹脂エマルションと高性能
減水剤と消泡剤と水溶性樹脂とを加え、その後、水を加
えて混練りし、更にガラス繊維を加えて混練りした後、
型枠に流し込むことを特徴とするものである。
In the invention according to claim 5, after the cement and the lightweight aggregate are kneaded in advance, the synthetic resin emulsion, the high-performance water reducing agent, the defoaming agent and the water-soluble resin are added, and then water is added and mixed. After kneading, and further adding glass fiber and kneading,
It is characterized by being poured into a formwork.

【0018】請求項6に係る発明は、セメントと軽量骨
材を予め空練りした後、合成樹脂エマルションと高性能
減水剤と消泡剤と水溶性樹脂とを加え、その後、水を加
えて混練りし、更にガラス繊維を加えて混練りし、型枠
に流し込み、蒸気養生した後に脱型することを特徴とす
るものである。
In the invention according to claim 6, after the cement and the lightweight aggregate are preliminarily kneaded, the synthetic resin emulsion, the high-performance water reducing agent, the defoaming agent, and the water-soluble resin are added, and then water is added and mixed. It is characterized in that it is kneaded, further kneaded by adding glass fibers, poured into a mold, steam-cured, and then demolded.

【0019】請求項7に係る発明は、請求項4記載の超
軽量GRC部材用組成物を用いて超軽量GRC部材を製
造するに当たり、セメント100重量部に対し、軽量骨材2
0〜100重量部を予め空練りした後、合成樹脂(固形分濃
度45%)エマルション5〜20重量部と高性能減水剤0.1〜
2重量部と消泡剤0.1〜1.0重量部と水溶性樹脂0.1〜0.3
重量部とを加え、その後、水30〜60重量部を加えて混練
りし、更にガラス繊維1〜6重量部を加えて混練りした
後、型枠に流し込むことを特徴とするものである。
The invention according to claim 7 uses the composition for super-lightweight GRC member according to claim 4 to manufacture an ultra-lightweight GRC member.
After kneading 0 to 100 parts by weight beforehand, synthetic resin (solid content concentration 45%) emulsion 5 to 20 parts by weight and high performance water reducing agent 0.1 to
2 parts by weight, antifoaming agent 0.1-1.0 parts by weight, water-soluble resin 0.1-0.3
And 30 to 60 parts by weight of water are added and kneaded, and further 1 to 6 parts by weight of glass fibers are added and kneaded, and then poured into a mold.

【0020】請求項8に係る発明は、請求項4記載の超
軽量GRC部材用組成物を用いて超軽量GRC部材を製
造するに当たり、セメント100重量部に対し、軽量骨材2
0〜100重量部を予め空練りした後、合成樹脂(固形分濃
度45%)エマルション5〜20重量部と高性能減水剤0.1〜
2重量部と消泡剤0.1〜1.0重量部と水溶性樹脂0.1〜0.3
重量部とを加え、その後、水30〜60重量部を加えて混練
りし、更にガラス繊維1〜6重量部を加えて混練りし、
型枠に流し込み、蒸気養生した後に脱型することを特徴
とするものである。
The invention according to claim 8 is to manufacture an ultralight GRC member using the composition for an ultralight GRC member according to claim 4, wherein 100 parts by weight of cement is added to the lightweight aggregate 2.
After kneading 0 to 100 parts by weight beforehand, synthetic resin (solid content concentration 45%) emulsion 5 to 20 parts by weight and high performance water reducing agent 0.1 to
2 parts by weight, antifoaming agent 0.1-1.0 parts by weight, water-soluble resin 0.1-0.3
Parts by weight, and then, 30 to 60 parts by weight of water is added and kneaded, and further 1 to 6 parts by weight of glass fibers are added and kneaded,
It is characterized by pouring in a mold, steam curing, and then removing the mold.

【0021】請求項9に係る発明は、請求項5乃至請求
項8の何れかに記載の超軽量GRC部材の製造方法にお
いて、型枠に流し込む材料のフロー値が180mm以上であ
ることを特徴とするものである。
The invention according to claim 9 is characterized in that, in the method for producing an ultra-lightweight GRC member according to any one of claims 5 to 8, the flow value of the material poured into the mold is 180 mm or more. To do.

【0022】請求項10に係る発明は、請求項6又は請
求項8記載の超軽量GRC部材の製造方法において、型
枠に振動を与えながら材料を流し込むことを特徴とする
ものである。
According to a tenth aspect of the invention, in the method for manufacturing an ultra-lightweight GRC member according to the sixth or eighth aspect, the material is poured while applying vibration to the mold.

【0023】[0023]

【作用】さて、コンクリート材料の軽量化を図ること
は、強度が弱くなると言う相反する性質であることを意
味する。そこで、この不具合を解決するために、強度の
弱くなる性質を繊維補強でカバーすることができる。こ
れが従来公知の軽量GRCである。
Now, to reduce the weight of the concrete material means that the properties are contrary to each other, that is, the strength becomes weak. Therefore, in order to solve this problem, it is possible to cover the property of weakening the strength with fiber reinforcement. This is a conventionally known lightweight GRC.

【0024】処で、型枠に流し込んで色々の形状のもの
を製造するためには、高流動性でなければならない。而
るに、高流動性になると、軽量骨材とセメントやガラス
繊維等が、比重差が大きいために、分離しやすいという
不具合がある。
Here, in order to cast it in a mold to produce various shapes, it must have high fluidity. However, when the fluidity is high, there is a problem that the lightweight aggregate and the cement, the glass fiber, or the like have a large difference in specific gravity, and thus are easily separated.

【0025】そこで、本発明者は、これらの材料の分離
を防ぐために、粘性(粘り)を上げることに着目し、合
成樹脂エマルション及び水溶性樹脂を添加することによ
って、本発明を完成するに至った。
Therefore, the present inventors have focused on increasing the viscosity (viscosity) in order to prevent the separation of these materials, and have completed the present invention by adding a synthetic resin emulsion and a water-soluble resin. It was

【0026】処で、本発明で使用する合成樹脂エマルシ
ョン、水溶性樹脂、高性能減水剤等の個々の材料は、基
本的にはセメントの水和に影響を及ぼさないものである
が、これらを複合で使用すると、組み合わせによって、
セメントの水和反応を遅延したり阻害することがある。
The individual materials such as the synthetic resin emulsion, the water-soluble resin, and the high-performance water reducing agent used in the present invention basically have no effect on the hydration of cement. When used in combination, depending on the combination,
May delay or interfere with hydration of cement.

【0027】そのために、最適な組み合わせを見いだ
し、調合設計を決定する必要がある。それが、請求項に
規定する要件である。本発明に於て、セメントとは、普
通ポルトランドセメント、早強ポルトランドセメント等
のポルトランドセメントをいう。
Therefore, it is necessary to find the optimum combination and determine the formulation design. That is the requirement specified in the claims. In the present invention, cement refers to ordinary Portland cement, early-strength Portland cement, and other Portland cement.

【0028】軽量骨材としては、例えば粒径が5〜200
μm、比重0.3〜0.7程度の無機マイクロバルーン、粒径
10〜100μm、比重0.04以下の有機マイクロバルーンが
ある。
The lightweight aggregate has, for example, a particle size of 5 to 200.
Inorganic microballoons with μm and specific gravity of 0.3-0.7, particle size
There are organic microballoons with a thickness of 10 to 100 μm and a specific gravity of 0.04 or less.

【0029】無機マイクロバルーンとしては、セラミッ
クバルーン、ケイ素,アルミニウムを主成分とする鉱物
系バルーンがあり、分類上での表現としてケイ酸アルミ
ニウム系バルーン、アルミナケイ酸塩バルーン、ガラス
マイクロバルーン、シラスバルーン等とされるものを含
む。
As the inorganic microballoons, there are ceramic balloons, mineral balloons containing silicon and aluminum as main components, and as classification expressions, aluminum silicate balloons, alumina silicate balloons, glass microballoons, shirasu balloons. Including what is said to be.

【0030】有機マイクロバルーンとしては、例えば塩
化ビニリデン、塩化ビニル等がある。無機マイクロバル
ーンと有機マイクロバルーンは、軽量化を図るために用
いられる。
Examples of organic microballoons include vinylidene chloride and vinyl chloride. The inorganic microballoons and the organic microballoons are used to reduce the weight.

【0031】軽量骨材の配合量は、セメント100重量部
に対し、20〜100重量部とした。20重量部未満では、軽
量化の効果がなく、目的とする超軽量GRCを得ること
ができず、100重量部を越えると超軽量GRC自体の強
度的が脆くなる。
The content of the lightweight aggregate was 20 to 100 parts by weight based on 100 parts by weight of cement. If it is less than 20 parts by weight, the effect of weight reduction is not obtained, and the desired ultra-light GRC cannot be obtained. If it exceeds 100 parts by weight, the strength of the ultra-light GRC itself becomes brittle.

【0032】合成樹脂エマルションとしては、界面活性
剤的性質を有するアクリル系、酢酸ビニール系、合成ゴ
ム系、塩化ビニリデン系、塩化ビニル系またはこれらの
混合系がある。その一例を挙げると、エチレン変成酢酸
ビニール共重合体、アクリルスチレン共重合体、スチレ
ン−ブタジエン−ラバー等がある。
As the synthetic resin emulsion, there are an acrylic type, a vinyl acetate type, a synthetic rubber type, a vinylidene chloride type, a vinyl chloride type or a mixture thereof having a surfactant property. Examples thereof include ethylene-modified vinyl acetate copolymer, acrylic styrene copolymer, and styrene-butadiene-rubber.

【0033】合成樹脂エマルションは、セメント100重
量部に対し、5〜20重量部とした。5重量部未満では、
界面活性剤的性質を発揮できないことと、粘性不足によ
りセメントマトリックス中への分散性及び補強効果が十
分に発揮できず、目的とする超軽量GRCを得ることが
できず、20重量部を越えると粘性が大きくなりすぎて作
業性が悪くなると共に耐火性能が低下する。
The synthetic resin emulsion was used in an amount of 5 to 20 parts by weight based on 100 parts by weight of cement. Below 5 parts by weight,
When it exceeds 20 parts by weight, the desired ultra-light GRC cannot be obtained because the dispersibility in the cement matrix and the reinforcing effect cannot be fully exhibited due to the inability to exhibit the surfactant properties and insufficient viscosity. Viscosity becomes too large, workability deteriorates, and fire resistance decreases.

【0034】ガラス繊維としては、軽量GRCに使用可
能なものであれば、特に限定するものではないが、耐ア
ルカリ性ガラス繊維が望ましい。ガラス繊維の配合量
は、セメント100重量部に対し、1〜6重量部とした。
The glass fiber is not particularly limited as long as it can be used for lightweight GRC, but alkali resistant glass fiber is preferable. The glass fiber content was 1 to 6 parts by weight based on 100 parts by weight of cement.

【0035】1重量部未満では、補強の効果がなく、目
的とする超軽量GRCを得ることができず、6重量部を
越えると作業性が悪くなる。高性能減水剤は、合成樹脂
エマルションと共に高流動化を付与するために添加され
るもので、高性能減水剤と合成樹脂エマルションとのバ
ランスによって、ガラス繊維のセメントマトリックス中
への分散性と補強効果を高めることができる。 高性能
減水剤としては、ポリカルボン酸系高性能減水剤、メラ
ミン系高性能減水剤等がある。
If the amount is less than 1 part by weight, the reinforcing effect cannot be obtained, and the desired ultralight GRC cannot be obtained. If the amount exceeds 6 parts by weight, the workability is deteriorated. The high-performance water reducing agent is added together with the synthetic resin emulsion in order to impart high fluidity, and by the balance between the high-performance water reducing agent and the synthetic resin emulsion, the dispersibility of glass fiber in the cement matrix and the reinforcing effect. Can be increased. Examples of the high performance water reducing agent include polycarboxylic acid high performance water reducing agents and melamine high performance water reducing agents.

【0036】高性能減水剤の配合量は、セメント100重
量部に対し、0.1〜2重量部とした。0.1重量部未満で
は、高流動化の効果がなく、目的とする超軽量GRCを
得ることができず、2重量部を越えても添加量が増えた
割には効果が増大しない。
The blending amount of the high-performance water reducing agent was 0.1 to 2 parts by weight with respect to 100 parts by weight of cement. If it is less than 0.1 part by weight, the effect of increasing fluidity is not obtained, and the desired ultralight GRC cannot be obtained. If it exceeds 2 parts by weight, the effect does not increase despite the increase in the amount added.

【0037】消泡剤としては、鉱物油非イオン界面活性
剤、アルコール系消泡剤等がある。消泡剤の配合量は、
セメント100重量部に対し、0.1〜1.0重量部とした。0.1
重量部未満では、効果がなく、目的とする超軽量GRC
を得ることができず、1.0重量部を越えても添加量が増
えた割には効果が増大しない。
Examples of the defoaming agents include mineral oil nonionic surfactants and alcohol type defoaming agents. The defoaming agent content is
The amount was 0.1 to 1.0 part by weight with respect to 100 parts by weight of cement. 0.1
If it is less than the weight part, there is no effect, and the target super lightweight GRC
However, even if the amount exceeds 1.0 part by weight, the effect does not increase even if the amount added is increased.

【0038】水溶性樹脂は、軽量骨材とセメント等との
材料分離を押さえるために添加されるものである。水溶
性樹脂としては、カルボキシメチルセルローズ、メチル
セルローズ等がある。
The water-soluble resin is added to suppress the material separation between the lightweight aggregate and cement or the like. Examples of the water-soluble resin include carboxymethyl cellulose and methyl cellulose.

【0039】水溶性樹脂の配合量は、セメント100重量
部に対し、0.1〜0.3重量部とした。0.1重量部未満で
は、軽量骨材とセメント等との材料分離を押さえる効果
が発揮できず、目的とする超軽量GRCを得ることがで
きず、0.3重量部を越えると粘性が増大しすぎて、かえ
って作業性が悪くなり、型枠に流し込みにくくなる。
The content of the water-soluble resin was 0.1 to 0.3 parts by weight based on 100 parts by weight of cement. If it is less than 0.1 parts by weight, the effect of suppressing the material separation between the lightweight aggregate and cement cannot be exerted, and the desired ultralight GRC cannot be obtained, and if it exceeds 0.3 parts by weight, the viscosity increases too much, On the contrary, the workability becomes poor and it becomes difficult to pour it into the formwork.

【0040】ここで、合成樹脂エマルションと高性能減
水剤とは、両者のバランスによって、高流動性が得ら
れ、ガラス繊維のセメントマトリックス中への分散性と
補強効果を高めることができる。
Here, the synthetic resin emulsion and the high-performance water-reducing agent have a high fluidity depending on the balance between them, and the dispersibility of the glass fiber in the cement matrix and the reinforcing effect can be enhanced.

【0041】更に、合成樹脂エマルションの添加によっ
て、ガラス繊維のセメントのアルカリによる劣化を抑制
する効果がある。次に、本発明の超軽量GRCの製造方
法について説明する。
Furthermore, the addition of the synthetic resin emulsion has the effect of suppressing the deterioration of the glass fiber cement by alkali. Next, a method for manufacturing the ultralight GRC of the present invention will be described.

【0042】図1は、本発明の超軽量GRCの製造方法
のプロセスを示すものである。先ず、ステップS1に於
て、材料の調合が行われる。ここで、材料の調合とは、
セメントと軽量骨材を予め空練りしておく場合と、必要
とする材料を調合する場合とがある。
FIG. 1 shows a process of a method for manufacturing an ultralight GRC of the present invention. First, in step S1, materials are mixed. Here, the mixing of materials is
There are cases where the cement and the lightweight aggregate are preliminarily kneaded, and cases where the necessary materials are mixed.

【0043】次に、ステップS2に於て、合成樹脂エマ
ルションと高性能減水剤と消泡剤と水溶性樹脂とを加
え、その後、水を加えて混練りし、更にガラス繊維を加
えて混練りする。
Next, in step S2, the synthetic resin emulsion, the high-performance water reducing agent, the defoaming agent, and the water-soluble resin are added, and then water is added and kneaded. Further, glass fibers are added and kneaded. To do.

【0044】このステップS2によって、超軽量GRC
組成物ができあがる。ここでの材料の柔らかさ軟度は、
作業性を考慮して、JIS R5201(セメントの物
性試験方法)に規定するフロー値180mm以上を目標とす
る。
By this step S2, the super lightweight GRC
The composition is complete. The softness of the material here is
In consideration of workability, the flow value specified in JIS R5201 (Cement physical property test method) shall be 180 mm or more.

【0045】次に、ステップS3に於て、型枠に震動を
与えながらステップS2で混練した超軽量GRC組成物
を流し込み、締め固める。次に、ステップS4に於て、
超軽量GRC組成物を流し込んだ型枠を蒸気養生する。
Next, in step S3, the superlight GRC composition kneaded in step S2 is poured and compacted while shaking the mold. Next, in step S4,
A mold filled with an ultralight GRC composition is steam-cured.

【0046】次に、ステップS5に於て、脱型する。斯
くして、ステップS6に於て、超軽量GRC組成物から
なる超軽量PC(プレキャスト コンクリト)部材を得
ることができる。
Next, in step S5, the mold is removed. Thus, in step S6, an ultralight PC (precast concrete) member made of the ultralight GRC composition can be obtained.

【0047】ここで得られる超軽量GRC部材の物性は
次の通りである。 比重 1.0〜1.2 曲げ強度 100〜130Kgf/cm2 圧縮強度 200〜300Kgf/cm2 乾燥収縮量 3〜10×10-4 熱伝導率 λ=0.1〜0.3Kcal/mh℃ フロー値 180mm以上 又、本発明に於ては、従来のGRCに用いられていた硅
砂に代えて軽量骨材を用いているので、鋸等によって切
断することが容易になった。
The physical properties of the ultralight GRC member obtained here are as follows. Specific gravity 1.0-1.2 Bending strength 100-130Kgf / cm 2 Compressive strength 200-300Kgf / cm 2 Drying shrinkage 3-10 × 10 -4 Thermal conductivity λ = 0.1-0.3Kcal / mh ℃ Flow value 180mm or more Also, the present invention In this case, since lightweight aggregate is used instead of silica sand used in the conventional GRC, it becomes easy to cut with a saw or the like.

【0048】[0048]

【実施例】以下、本発明を実施例により説明する。 実施例1(室内に於けるモルタルの性能試験) 普通ポルトランドセメント100重量部に対し、セラミッ
クバルーン(超軽量骨材)40重量部を予めモルタルミキ
サーに入れ空練りした後、アクリル樹脂合成樹脂エマル
ション(固形分濃度45%)11.1重量部、メラミン系高性
能減水剤1重量部、アルコール系消泡剤0.2重量部を加
え、それに水44重量部(水/セメント=50%)を加えて
練り混ぜた。
The present invention will be described below with reference to examples. Example 1 (In-room mortar performance test) For 100 parts by weight of ordinary Portland cement, 40 parts by weight of a ceramic balloon (ultra-lightweight aggregate) was placed in a mortar mixer in advance and kneaded, and then an acrylic resin synthetic resin emulsion ( Solid content concentration 45%) 11.1 parts by weight, 1 part by weight of a melamine-based high-performance water reducing agent, 0.2 parts by weight of an alcohol-based antifoaming agent, and 44 parts by weight of water (water / cement = 50%) was added and mixed. .

【0049】ここで、練り上がり比重は1.37、フロー値
は183mmであった。均一に混練されたのを見計らった
後、更にガラス繊維(日本電気硝子株式会社製、耐アル
カリ性ガラス繊維(単繊維Φ13.5μm;400本収束タイ
プ))5.9重量部を加えて混練した後、JIS R52
01(セメントの物理試験方法)の9.4に規定する型枠
に詰め込んで超軽量GRC成形体を作成した。
Here, the specific gravity of kneading was 1.37 and the flow value was 183 mm. After observing the uniform kneading, add 5.9 parts by weight of glass fiber (Nippon Electric Glass Co., Ltd., alkali resistant glass fiber (single fiber Φ13.5 μm; 400 convergent type)) and knead. R52
An ultralight GRC molded body was prepared by packing it in a mold specified in 9.4 of 01 (Cement physical testing method).

【0050】これを型枠に詰めた状態で60℃の蒸気養生
室で6時間上記養生した後、脱型した。脱型後、試験体
を標準養生室(温度20±3℃、湿度65±5%RH)に静
置して材令毎に強度及び気乾比重を測定した。
This was packed in a mold and cured in a steam curing chamber at 60 ° C. for 6 hours, and then demolded. After demolding, the test body was allowed to stand in a standard curing room (temperature 20 ± 3 ° C., humidity 65 ± 5% RH) and the strength and air-dry specific gravity were measured for each age.

【0051】その結果を表1に示す。 実施例2(室内に於けるモルタルの性能試験) 普通ポルトランドセメント100重量部に対し、セラミッ
クバルーン(超軽量骨材)40重量部を予めモルタルミキ
サーに入れ空練りした後、アクリル樹脂合成樹脂エマル
ション(固形分濃度45%)11.1重量部、メラミン系高性
能減水剤1重量部、アルコール系消泡剤0.2重量部を加
え、それに水49重量部(水/セメント=55%)を加えて
練り混ぜた。
The results are shown in Table 1. Example 2 (Performance test of mortar in a room) For 100 parts by weight of ordinary Portland cement, 40 parts by weight of ceramic balloon (ultra-lightweight aggregate) was put in a mortar mixer in advance and kneaded, and then acrylic resin synthetic resin emulsion ( Solid content concentration 45%) 11.1 parts by weight, melamine-based high-performance water reducing agent 1 part by weight, alcohol-based antifoaming agent 0.2 parts by weight, and water 49 parts by weight (water / cement = 55%) was added and mixed. .

【0052】ここで、練り上がり比重は1.36、フロー値
は217mmであった。均一に混練されたのを見計らった
後、更にガラス繊維(日本電気硝子株式会社製、耐アル
カリ性ガラス繊維(単繊維Φ13.5μm;400本収束タイ
プ))5.9重量部を加えて混練した後、JIS R52
01(セメントの物理試験方法)の9.4に規定する型枠
に詰め込んで超軽量GRC成形体を作成した。
Here, the kneading specific gravity was 1.36 and the flow value was 217 mm. After observing that they were uniformly kneaded, 5.9 parts by weight of glass fiber (manufactured by Nippon Electric Glass Co., Ltd., alkali-resistant glass fiber (single fiber Φ13.5 μm; 400 convergent type)) was added and kneaded. R52
An ultralight GRC molded body was prepared by packing it in a mold specified in 9.4 of 01 (Cement physical testing method).

【0053】これを型枠に詰めた状態で60℃の蒸気養生
室で6時間上記養生した後、脱型した。脱型後、試験体
を標準養生室(温度20±3℃、湿度65±5%RH)に静
置して材令毎に強度及び気乾比重を測定した。
This was packed in a mold and cured in a steam curing chamber at 60 ° C. for 6 hours, and then demolded. After demolding, the test body was allowed to stand in a standard curing room (temperature 20 ± 3 ° C., humidity 65 ± 5% RH) and the strength and air-dry specific gravity were measured for each age.

【0054】その結果を表1に示す。 実施例3(室内に於けるモルタルの性能試験) 普通ポルトランドセメント100重量部に対し、セラミッ
クバルーン(超軽量骨材)40重量部を予めモルタルミキ
サーに入れ空練りした後、アクリル樹脂合成樹脂エマル
ション(固形分濃度45%)11.1重量部、メラミン系高性
能減水剤1重量部、アルコール系消泡剤0.2重量部を加
え、それに水54重量部(水/セメント=60%)を加えて
練り混ぜた。
The results are shown in Table 1. Example 3 (Performance test of mortar in room) 40 parts by weight of ceramic balloon (ultra-lightweight aggregate) was put into a mortar mixer in advance with respect to 100 parts by weight of ordinary Portland cement, and kneaded with acrylic resin synthetic resin emulsion ( Solid content concentration 45%) 11.1 parts by weight, melamine-based high-performance water reducing agent 1 part by weight, alcohol-based antifoaming agent 0.2 parts by weight, and water 54 parts by weight (water / cement = 60%) were added and mixed. .

【0055】ここで、練り上がり比重は1.34、フロー値
は228mmであった。均一に混練されたのを見計らった
後、更にガラス繊維(日本電気硝子株式会社製、耐アル
カリ性ガラス繊維(単繊維Φ13.5μm;400本収束タイ
プ))5.9重量部を加えて混練した後、JIS R52
01(セメントの物理試験方法)の9.4に規定する型枠
に詰め込んで超軽量GRC成形体を作成した。
Here, the kneading specific gravity was 1.34 and the flow value was 228 mm. After observing the uniform kneading, add 5.9 parts by weight of glass fiber (Nippon Electric Glass Co., Ltd., alkali resistant glass fiber (single fiber Φ13.5 μm; 400 convergent type)) and knead. R52
An ultralight GRC molded body was prepared by packing it in a mold specified in 9.4 of 01 (Cement physical testing method).

【0056】これを型枠に詰めた状態で60℃の蒸気養生
室で6時間上記養生した後、脱型した。脱型後、試験体
を標準養生室(温度20±3℃、湿度65±5%RH)に静
置して材令毎に強度及び気乾比重を測定した。
This was packed in a mold and cured in a steam curing chamber at 60 ° C. for 6 hours, and then demolded. After demolding, the test body was allowed to stand in a standard curing room (temperature 20 ± 3 ° C., humidity 65 ± 5% RH) and the strength and air-dry specific gravity were measured for each age.

【0057】その結果を表1に示す。The results are shown in Table 1.

【0058】[0058]

【表1】 [Table 1]

【0059】実施例4(工場に於ける超軽量GRC材料
の試作実験) 普通ポルトランドセメント100重量部に対し、セラミッ
クバルーン(超軽量骨材)40重量部を予め大型のモルタ
ルミキサーに入れ空練りした後、アクリル樹脂合成樹脂
エマルション(固形分濃度45%)11.1重量部、メラミン
系高性能減水剤1重量部、アルコール系消泡剤0.2重量
部、メチルセルローズ(水溶性樹脂)0.2重量部、それ
に水43.9重量部を加えて練り混ぜた。
Example 4 (Prototype Experiment of Ultra-lightweight GRC Material in Factory) 40 parts by weight of ceramic balloon (ultra-lightweight aggregate) was put into a large mortar mixer in advance and kneaded with 100 parts by weight of ordinary Portland cement. After that, 11.1 parts by weight of acrylic resin synthetic resin emulsion (solid content concentration 45%), 1 part by weight of melamine-based high-performance water reducing agent, 0.2 parts by weight of alcohol-based defoaming agent, 0.2 parts by weight of methyl cellulose (water-soluble resin), and water. 43.9 parts by weight were added and kneaded.

【0060】均一に混練されたのを見計らった後、更に
ガラス繊維(日本電気硝子株式会社製、耐アルカリ性ガ
ラス繊維(単繊維Φ13.5μm;400本収束タイプ))5.9
重量部を加えて混練した後、予め用意した臥梁、板材等
の製作用スチール型枠に振動を与えながら流し込んで、
超軽量GRC成型品を作成した。
After observing that the mixture was uniformly kneaded, further glass fiber (manufactured by Nippon Electric Glass Co., Ltd., alkali resistant glass fiber (single fiber Φ13.5 μm; 400 convergent type)) 5.9
After adding parts by weight and kneading, pour it while vibrating it on a steel frame for production of glutes, plates, etc. prepared in advance,
An ultra-lightweight GRC molded product was created.

【0061】一方、この工場での試作実験に於て、練り
上がったモルタルの1部を実施例1と同様にJIS R
5201(セメントの物理試験方法)の9.4に規定する
スチール型枠に詰め込んで超軽量GRC成形体を作成し
た。
On the other hand, in a trial experiment at this factory, a part of the kneaded mortar was JIS R prepared in the same manner as in Example 1.
An ultralight GRC molded body was prepared by packing it in a steel form specified in 9.4 of 5201 (physical test method for cement).

【0062】これを型枠に詰めた状態で60℃の蒸気養生
室で6時間蒸気養生した後、脱型した。脱型後、試験体
を標準養生室(温度20±3℃、湿度65±5%RH)に静
置して材令毎に強度及び気乾比重を測定した。
This was packed in a mold and steam-cured in a steam-curing room at 60 ° C. for 6 hours, and then demolded. After demolding, the test body was allowed to stand in a standard curing room (temperature 20 ± 3 ° C., humidity 65 ± 5% RH) and the strength and air-dry specific gravity were measured for each age.

【0063】その結果を表2に示す。The results are shown in Table 2.

【0064】[0064]

【表2】 [Table 2]

【0065】[0065]

【発明の効果】以上のように、請求項1乃至10に記載
の発明によれば、従来のGRCに比べ、重量が約半分
(γ=1.0〜1.2)で、強度は従来のコンクリート強度と
同等以上の曲げ強度強:100〜130Kgf/cm2、圧縮強度:2
00〜300Kgf/cm2を得ることができる。従って、従来のG
RCに代えて一層の超軽量化が図れる。
As described above, according to the invention described in claims 1 to 10, the weight is about half (γ = 1.0 to 1.2) as compared with the conventional GRC, and the strength is equal to the conventional concrete strength. Bending strength above: 100-130Kgf / cm 2 , compressive strength: 2
It is possible to obtain 00 to 300 Kgf / cm 2 . Therefore, the conventional G
It is possible to further reduce the weight by replacing the RC.

【0066】このため、構造体の軽量化が図られるのみ
ならず、作業性の向上、更にはコストダウンを図ること
ができる。流し込みによって製造できることから、製品
のバラエティ性に富む色々な形状の超軽量GRCを製造
することができる。
Therefore, not only can the structure be made lightweight, but the workability can be improved and the cost can be reduced. Since it can be manufactured by pouring, it is possible to manufacture ultra-light GRCs of various shapes that are rich in variety of products.

【0067】合成樹脂エマルション、高性能減水材、水
溶性樹脂及び消泡剤のバランスによって高流動性であり
ながら、骨材とセメントの比重差による分離を防ぐこと
ができる。
By virtue of the balance of the synthetic resin emulsion, the high-performance water reducing material, the water-soluble resin and the defoaming agent, it is possible to prevent the separation due to the difference in specific gravity between the aggregate and the cement while having a high fluidity.

【0068】又、製品の仕上がりがきれいである。流し
込み製造時のバイブレータの併用、蒸気養生によって、
製造のスピードアップが図れることから、2回転/日の
工程で超軽量GRCを製造することができる。
Further, the finished product is clean. By using a vibrator together with pouring and steam curing,
Since the manufacturing speed can be increased, the super lightweight GRC can be manufactured in the process of 2 revolutions / day.

【0069】超軽量GRCは、軽量骨材が用いられてい
るため、鋸等によって切断加工しやすい。
Since the ultra-lightweight GRC uses lightweight aggregate, it can be easily cut by a saw or the like.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の製造プロセスを示す説明図である。FIG. 1 is an explanatory view showing a manufacturing process of the present invention.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 24:12 A 24:02 24:38 D 14:42) A 103:30 103:40 103:50 111:40 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical indication C04B 24:12 A 24:02 24:38 D 14:42) A 103: 30 103: 40 103: 50 111: 40

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】 比重1.0〜1.2、曲げ強度100〜130Kgf/cm
2であることを特徴とする超軽量GRC部材。
1. Specific gravity 1.0 to 1.2, bending strength 100 to 130 Kgf / cm
Ultra lightweight GRC member characterized by being 2 .
【請求項2】 比重1.0〜1.2、曲げ強度100〜130Kgf/cm
2、圧縮強度200〜300Kgf/cm2であることを特徴とする超
軽量GRC部材。
2. Specific gravity 1.0 to 1.2, bending strength 100 to 130 Kgf / cm
2. An ultra-lightweight GRC member having a compressive strength of 200 to 300 Kgf / cm 2 .
【請求項3】 セメント、軽量骨材と、合成樹脂エマル
ションと、ガラス繊維と、高性能減水剤と、消泡剤と、
水溶性樹脂と、水とからなることを特徴とする超軽量G
RC部材用組成物。
3. Cement, lightweight aggregate, synthetic resin emulsion, glass fiber, high-performance water reducing agent, and defoaming agent,
Super lightweight G characterized by consisting of water-soluble resin and water
Composition for RC member.
【請求項4】 セメント100重量部に対し、軽量骨材20
〜100重量部と、合成樹脂(固形分濃度45%)エマルショ
ン5〜20重量部と、ガラス繊維1〜6重量部と、高性能
減水剤0.1〜2重量部と、消泡剤0.1〜1.0重量部と、水
溶性樹脂0.1〜0.3重量部と、水30〜60重量部とからなる
ことを特徴とする超軽量GRC部材用組成物。
4. Light-weight aggregate 20 per 100 parts by weight of cement
~ 100 parts by weight, synthetic resin (solid content concentration 45%) emulsion 5 to 20 parts by weight, glass fiber 1 to 6 parts by weight, high performance water reducing agent 0.1 to 2 parts by weight, defoaming agent 0.1 to 1.0 parts by weight Parts, 0.1 to 0.3 parts by weight of a water-soluble resin, and 30 to 60 parts by weight of water.
【請求項5】 セメントと軽量骨材を予め空練りした
後、合成樹脂エマルションと高性能減水剤と消泡剤と水
溶性樹脂とを加え、その後、水を加えて混練りし、更に
ガラス繊維を加えて混練りした後、型枠に流し込むこと
を特徴とする超軽量GRC部材の製造方法。
5. A cement and a lightweight aggregate are preliminarily kneaded, then a synthetic resin emulsion, a high-performance water reducing agent, a defoaming agent, and a water-soluble resin are added, and then water is added and kneaded. A method for producing an ultra-lightweight GRC member, which comprises adding and kneading, and then pouring into a mold.
【請求項6】 セメントと軽量骨材を予め空練りした
後、合成樹脂エマルションと高性能減水剤と消泡剤と水
溶性樹脂とを加え、その後、水を加えて混練りし、更に
ガラス繊維を加えて混練りし、型枠に流し込み、蒸気養
生した後に脱型することを特徴とする超軽量GRC部材
の製造方法。
6. A cement and a lightweight aggregate are preliminarily kneaded, and then a synthetic resin emulsion, a high-performance water reducing agent, a defoaming agent and a water-soluble resin are added, and then water is added and kneaded. A method for manufacturing an ultra-lightweight GRC member, which comprises: kneading and kneading, pouring into a mold, steam curing, and then demolding.
【請求項7】 請求項4記載の超軽量GRC部材用組成
物を用いて超軽量GRC部材を製造するに当たり、セメ
ント100重量部に対し、軽量骨材20〜100重量部を予め空
練りした後、合成樹脂(固形分濃度45%)エマルション
5〜20重量部と高性能減水剤0.1〜2重量部と消泡剤0.1
〜1.0重量部と水溶性樹脂0.1〜0.3重量部とを加え、そ
の後、水30〜60重量部を加えて混練りし、更にガラス繊
維1〜6重量部を加えて混練りした後、型枠に流し込む
ことを特徴とする超軽量GRC部材の製造方法。
7. When manufacturing an ultralight GRC member using the composition for an ultralight GRC member according to claim 4, after 100 parts by weight of cement, 20 to 100 parts by weight of lightweight aggregate is preliminarily kneaded. , Synthetic resin (solid content 45%) emulsion 5 to 20 parts by weight, high-performance water reducing agent 0.1 to 2 parts by weight, and defoaming agent 0.1
To 1.0 part by weight and 0.1 to 0.3 parts by weight of a water-soluble resin, and then 30 to 60 parts by weight of water and kneading, and further 1 to 6 parts by weight of glass fiber and kneading, and then a mold. A method for manufacturing an ultra-lightweight GRC member, which is characterized in that
【請求項8】 請求項4記載の超軽量GRC部材用組成
物を用いて超軽量GRC部材を製造するに当たり、セメ
ント100重量部に対し、軽量骨材20〜100重量部を予め空
練りした後、合成樹脂(固形分濃度45%)エマルション
5〜20重量部と高性能減水剤0.1〜2重量部と消泡剤0.1
〜1.0重量部と水溶性樹脂0.1〜0.3重量部とを加え、そ
の後、水30〜60重量部を加えて混練りし、更にガラス繊
維1〜6重量部を加えて混練りし、型枠に流し込み、蒸
気養生した後に脱型することを特徴とする超軽量GRC
部材の製造方法。
8. When manufacturing an ultralight GRC member using the composition for an ultralight GRC member according to claim 4, after kneading 20 to 100 parts by weight of lightweight aggregate with respect to 100 parts by weight of cement in advance. , Synthetic resin (solid content 45%) emulsion 5 to 20 parts by weight, high-performance water reducing agent 0.1 to 2 parts by weight, and defoaming agent 0.1
To 1.0 part by weight and water-soluble resin 0.1 to 0.3 parts by weight, and then 30 to 60 parts by weight of water and kneading, and further 1 to 6 parts by weight of glass fiber and kneading to form a mold. Super lightweight GRC characterized by pouring and steam curing followed by demolding
A method of manufacturing a member.
【請求項9】 請求項5乃至請求項8の何れかに記載の
超軽量GRC部材の製造方法において、型枠に流し込む
材料のフロー値が180mm以上であることを特徴とする超
軽量GRC部材の製造方法。
9. The method for manufacturing an ultra-lightweight GRC member according to claim 5, wherein the flow value of the material poured into the mold is 180 mm or more. Production method.
【請求項10】 請求項6又は請求項8記載の超軽量G
RC部材の製造方法において、型枠に振動を与えながら
材料を流し込むことを特徴とする超軽量GRC部材の製
造方法。
10. The ultralight G according to claim 6 or claim 8.
A method for manufacturing an ultra-lightweight GRC member, which comprises pouring a material while applying vibration to a mold in the method for manufacturing an RC member.
JP27240594A 1994-11-07 1994-11-07 Ultra-lightweight grc member and composition therefor and production of the member using the composition Pending JPH08133810A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27240594A JPH08133810A (en) 1994-11-07 1994-11-07 Ultra-lightweight grc member and composition therefor and production of the member using the composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27240594A JPH08133810A (en) 1994-11-07 1994-11-07 Ultra-lightweight grc member and composition therefor and production of the member using the composition

Publications (1)

Publication Number Publication Date
JPH08133810A true JPH08133810A (en) 1996-05-28

Family

ID=17513447

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27240594A Pending JPH08133810A (en) 1994-11-07 1994-11-07 Ultra-lightweight grc member and composition therefor and production of the member using the composition

Country Status (1)

Country Link
JP (1) JPH08133810A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007054545A2 (en) * 2005-11-09 2007-05-18 Deutsches Wollforschungsinstitut An Der Rwth Aachen E.V. Composite materials containing hydraulic binders
CN103253919A (en) * 2013-04-27 2013-08-21 杭州喜连连建材有限公司 Preparation method of cement mixture
JP2014073941A (en) * 2012-10-05 2014-04-24 Houn:Kk Adiabatic mortar and its cured body
WO2016051258A1 (en) * 2014-10-02 2016-04-07 Lafarge Prefabricated monobloc panel
CN108609961A (en) * 2018-06-05 2018-10-02 长安大学 A kind of match ratio and its preparation method of high performance lightweight aggregate concrete

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007054545A2 (en) * 2005-11-09 2007-05-18 Deutsches Wollforschungsinstitut An Der Rwth Aachen E.V. Composite materials containing hydraulic binders
WO2007054545A3 (en) * 2005-11-09 2008-09-04 Deutsches Wollforschinst Composite materials containing hydraulic binders
JP2014073941A (en) * 2012-10-05 2014-04-24 Houn:Kk Adiabatic mortar and its cured body
CN103253919A (en) * 2013-04-27 2013-08-21 杭州喜连连建材有限公司 Preparation method of cement mixture
WO2016051258A1 (en) * 2014-10-02 2016-04-07 Lafarge Prefabricated monobloc panel
FR3026760A1 (en) * 2014-10-02 2016-04-08 Lafarge Sa PREFABRICATED MONOBLOCK PANEL
CN108609961A (en) * 2018-06-05 2018-10-02 长安大学 A kind of match ratio and its preparation method of high performance lightweight aggregate concrete

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