JPH08301647A - Adhesive reinforcing material for cement concrete and composite material - Google Patents

Adhesive reinforcing material for cement concrete and composite material

Info

Publication number
JPH08301647A
JPH08301647A JP8079341A JP7934196A JPH08301647A JP H08301647 A JPH08301647 A JP H08301647A JP 8079341 A JP8079341 A JP 8079341A JP 7934196 A JP7934196 A JP 7934196A JP H08301647 A JPH08301647 A JP H08301647A
Authority
JP
Japan
Prior art keywords
water
curing
parts
composite material
reinforcing material
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
JP8079341A
Other languages
Japanese (ja)
Inventor
Hitoshi Saito
仁 齋藤
Kiichi Mano
基一 真野
Teruhisa Inoue
照久 井上
Shigeo Hayashimoto
成生 林本
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.)
Nippon Kayaku Co Ltd
Original Assignee
Nippon Kayaku 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 Nippon Kayaku Co Ltd filed Critical Nippon Kayaku Co Ltd
Priority to JP8079341A priority Critical patent/JPH08301647A/en
Publication of JPH08301647A publication Critical patent/JPH08301647A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00Technologies relating to the processing of minerals
    • Y02P40/10Production of cement, e.g. improving or optimising the production methods; Cement grinding

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Adhesives Or Adhesive Processes (AREA)

Abstract

PURPOSE: To increase the adhesion to cement concrete and its durability by admixing blast furnace slag, an ultrafine powdery substance, a water-soluble polymer, a hardening stimulator and water. CONSTITUTION: Blast furnace slag with a Blaine's specific surface area of 200-14,000m<2> /g is combined with 5-30 pts.wt. of an ultrafine powdery substance of <=1μm average particle size to give 100 pts.wt. of their mixture. Further, 0.3-7 pts.wt. of a water-soluble polymer with an average molecular weight of >=100,000, 0.5-5 pts.wt. of hardening stimulator, as necessary, 1-15 pts.wt. of an adhesion reinforcing material and water are admixed to the mixture to give the objective concrete adhesion-reinforcing material. This adhesion- reinforcing material is adhered to cement concrete of <=1 specific gravity to form into an integrated body and the body is aged at room temperature -100 deg.C for a half day to one month to give the objective composite material.

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、セメントコンクリ
ート類を接着補強するのに適した水硬性組成物、該水硬
性組成物を用いた複合材に関する。
TECHNICAL FIELD The present invention relates to a hydraulic composition suitable for adhering and reinforcing cement concrete, and a composite material using the hydraulic composition.

【0002】[0002]

【従来の技術】セメント、モルタル、コンクリート、A
LC(オートクレーブ養生して得られる軽量気泡コンク
リート、以下ALCと呼ぶ)等のセメント系材料は広く
使用されているが、強度が弱い、耐凍結融解性が悪い、
遮音性が悪い等の問題があり、種々の材料との複合化が
検討されてきた。その中でも特にエポキシ樹脂等の有機
系の接着剤を用いて、鋼板と複合化する方法が一般的で
あるが、鋼板及び有機系の接着剤は耐火性が無く、火に
当たると剥がれてしまうという問題があった。また、長
期耐久性においても有機系の接着剤は長い年月の間に分
解し、接着層にひびが入る等の問題があった。
2. Description of the Related Art Cement, mortar, concrete, A
Cement-based materials such as LC (light-weight cellular concrete obtained by autoclave curing, hereinafter referred to as ALC) are widely used, but have low strength, poor freeze-thaw resistance,
There are problems such as poor sound insulation, and compounding with various materials has been studied. Among them, in particular, an organic adhesive such as an epoxy resin is generally used to form a composite with a steel plate, but the steel plate and the organic adhesive do not have fire resistance, and the problem of peeling when exposed to fire was there. Also in terms of long-term durability, organic adhesives have a problem that they decompose over a long period of time and cracks occur in the adhesive layer.

【0003】[0003]

【発明が解決しようとする課題】本発明は、セメントコ
ンクリート類の接着補強材として使用することにより、
種々のセメントコンクリート類を加工し、小さな材料か
ら大きな材料や単純な形状の材料から複雑な形状の材料
を製造するのに適し、かつセメントコンクリート類の特
質を損なうことなくこれらとの接着強度が高く耐久性の
ある接着補強材及びこれからなる上記した問題点のない
複合材を提供することを目的としている。例えば、AL
Cのような軽量材料と本発明の接着補強材とを複合化さ
せることにより、ALCの軽量であり施工性、加工性、
不燃性に優れるという性質を活かしながら、耐凍結融解
性や遮音性等の問題点を解決し、優れた複合材を提供す
ることを目的とする。
DISCLOSURE OF THE INVENTION The present invention, by using as an adhesive reinforcing material for cement concrete,
Suitable for processing various cement concretes, manufacturing small materials to large materials and simple shape materials to complex shape materials, and high adhesive strength with them without deteriorating the characteristics of cement concretes. It is an object of the present invention to provide a durable adhesive reinforcing material and a composite material comprising the same, which does not have the above-mentioned problems. For example, AL
By combining a lightweight material such as C with the adhesive reinforcing material of the present invention, the lightweight and workability of ALC, workability,
It is an object of the present invention to solve problems such as freeze-thaw resistance and sound insulation while utilizing the property of being excellent in nonflammability, and to provide an excellent composite material.

【0004】[0004]

【課題を解決するための手段】本発明者らは、高炉水砕
スラグ、シリカヒューム、水溶性高分子、硬化刺激剤、
水を含有する接着補強材がセメントコンクリート類と非
常に良く接着することを見い出し、この接着補強材をセ
メントコンクリート類の接着剤として使用することによ
り前述のような課題を解決することができることを見出
し本発明に到達した。すなわち本発明は、
[Means for Solving the Problems] The present inventors have found that granulated blast furnace slag, silica fume, water-soluble polymer, hardening stimulant,
It was found that an adhesive reinforcing material containing water adheres very well to cement concrete, and found that the use of this adhesive reinforcing material as an adhesive for cement concrete can solve the above-mentioned problems. The present invention has been reached. That is, the present invention

【0005】(1)高炉水砕スラグ、超微粉状物質、水
溶性高分子、硬化刺激剤及び水を含有してなるセメント
コンクリート類接着補強材、 (2)上記(1)記載の接着補強材を混練し、必要によ
り成形してなる材料(1)とセメントコンクリート類
(材料(2))を密着し一体化した後養生硬化してなる
複合材、 (3)下記材料(3)と請求項2記載の材料(2)、ま
たは材料(2)と材料(2)の間に上記(2)記載の材
料(1)を挟み込み一体化した後これを養生硬化してな
る複合材、 材料(3):高炉水砕スラグ、超微粉状物質、水溶性高
分子、硬化刺激剤及び水を混合、混練後成形し、養生硬
化してなる硬化体。 (4)材料(2)が比重1以下の軽量セメント硬化体で
ある上記(2)または(3)記載の複合材、 (5)軽量セメント硬化体が、ALC(オートクレーブ
養生して得られる軽量気泡コンクリート)である上記
(4)記載の複合材。 (6)材料(1)が厚み10mm以下の板状である上記
(2)、(3)、(4)または(5)記載の複合材に関
する。
(1) Granulated blast furnace slag, ultrafine powdery substance, water-soluble polymer, hardening stimulant and water, cement cement concrete adhesion reinforcing material, (2) Adhesion reinforcement described in (1) above A composite material in which the material (1) formed by kneading the material and optionally molding it and the cement concrete (material (2)) are brought into close contact with each other and then cured and cured, (3) The following material (3) Item 2. The material (2) or the composite material obtained by sandwiching and integrating the material (1) described in (2) above between the material (2) and the material (2), and curing and curing the material. 3): A cured product obtained by mixing granulated blast furnace slag, ultrafine powdery substance, water-soluble polymer, curing stimulant and water, kneading, molding, and curing for curing. (4) The composite material according to the above (2) or (3), wherein the material (2) is a light weight cement hardened body having a specific gravity of 1 or less, (5) The light weight cement hardened body is an ALC (lightweight foam obtained by curing an autoclave). The composite material according to (4) above, which is concrete. (6) The composite material according to the above (2), (3), (4) or (5), wherein the material (1) is a plate having a thickness of 10 mm or less.

【0006】[0006]

【発明の実施の形態】以下、本発明を詳細に説明する。
本発明のセメントコンクリート類接着補強材は、高炉水
砕スラグ、超微粉状物質、水溶性高分子、硬化刺激剤、
及び水を含有する。これらのうち工業的に生産されてい
る高炉水砕スラグは、ブレーン比表面積2,000〜1
4,000cm2/ gの粒度のものであり、これら全ての
ものが使用できるが、3,000〜6,000cm2 / g
の粒度のものを使用するのが、経済的に好ましい。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below.
Cement concretes adhesion reinforcing material of the present invention, granulated blast furnace slag, ultrafine powder material, water-soluble polymer, curing stimulant,
And water. Among these, industrially produced granulated blast furnace slag has a Blaine specific surface area of 2,000 to 1
It has a particle size of 4,000 cm 2 / g, all of which can be used, but 3,000 to 6,000 cm 2 / g
It is economically preferable to use one having a particle size of.

【0007】超微粉状物質は、高炉水砕スラグの平均粒
径よりも1オーダー以上小さいものが好ましく、2オー
ダー以上小さいものが更に好ましい。好ましい平均粒径
は1μm以下であり、0.01〜0.5μmが更に好ま
しい。使用しうる超微粉状物質の具体例としては、シリ
カフューム、炭酸カルシウム、フライアッシュ、チタニ
ア、ジルコニア、アルミナ、高炉スラグ等を挙げること
が出来るが、シリカフュームが好ましい。超微粉状物質
は、高炉水砕スラグと超微粉状物質の合計量100重量
部中、5〜30重量部、好ましくは7〜15重量部を占
める量を使用する。
The ultrafine powdery substance is preferably one order or more smaller than the average particle size of the granulated blast furnace slag, more preferably two or more orders smaller. A preferable average particle diameter is 1 μm or less, and 0.01 to 0.5 μm is more preferable. Specific examples of the ultrafine powdery substance that can be used include silica fume, calcium carbonate, fly ash, titania, zirconia, alumina, and blast furnace slag, with silica fume being preferred. The ultrafine powder is used in an amount of 5 to 30 parts by weight, preferably 7 to 15 parts by weight, in 100 parts by weight of the total amount of the granulated blast furnace slag and the ultrafine powder.

【0008】本発明で使用する水溶性高分子としては下
記する増粘効果を有するものであれば特に制限はない。
使用しうる水溶性高分子の具体例としては、ポリ(メ
タ)アクリル酸のアルカリ金属塩、ポリ(メタ)アクリ
ルアミド、(メタ)アクリル酸のアルカリ金属塩とアク
リルアミドの共重合体、メチルセルロース、ヒドロキシ
プロピルメチルセルロース、ヒドロキシエチルセルロー
ス、カルボキシメチルセルロース等のセルロース誘導体
等を挙げることが出来、これらのうちポリアクリル酸の
ナトリウム塩が好ましい。尚ここで(メタ)アクリルは
アクリル、またはメタクリルを意味する。
The water-soluble polymer used in the present invention is not particularly limited as long as it has the following thickening effect.
Specific examples of the water-soluble polymer that can be used include alkali metal salts of poly (meth) acrylic acid, poly (meth) acrylamide, copolymers of alkali metal salts of (meth) acrylic acid and acrylamide, methylcellulose, hydroxypropyl. Examples thereof include cellulose derivatives such as methyl cellulose, hydroxyethyl cellulose and carboxymethyl cellulose, and among these, sodium salt of polyacrylic acid is preferable. Here, (meth) acrylic means acrylic or methacrylic.

【0009】これら水溶性高分子は、接着補強材の混練
助剤、すなわち増粘剤として使用するので、分子量が大
きく増粘効果の大きなものを用いるのが好ましい。ま
た、その平均分子量は、ポリ(メタ)アクリル酸のアル
カリ金属塩を例に採ると平均分子量100,000以上
好ましくは500,000以上、より好ましくは1,0
00,000以上のものを用いる。
Since these water-soluble polymers are used as a kneading aid of an adhesion reinforcing material, that is, a thickener, it is preferable to use one having a large molecular weight and a large thickening effect. The average molecular weight is 100,000 or more, preferably 500,000 or more, more preferably 1,0 when the alkali metal salt of poly (meth) acrylic acid is taken as an example.
Use one of at least 100,000.

【0010】これら水溶性高分子の使用量は、高炉水砕
スラグと超微粉状物質の合計量100重量部に対して
0.3〜7重量部、好ましくは1〜5重量部、より好ま
しくは1〜3重量部である。水溶性高分子の使用量が
0.5重量部以下であると混練が良好に行われず、添加
水量が増える傾向にある。また、10重量部以上用いて
も混練性はそれ以上変わらず、経済的に不利になるばか
りか返って最終的に得られる複合材の耐水性が悪くなる
傾向にある。
The amount of these water-soluble polymers used is 0.3 to 7 parts by weight, preferably 1 to 5 parts by weight, more preferably 100 parts by weight of the total amount of granulated blast furnace slag and ultrafine powder. Is 1 to 3 parts by weight. When the amount of the water-soluble polymer used is 0.5 parts by weight or less, the kneading is not performed well, and the amount of added water tends to increase. Further, even if 10 parts by weight or more is used, the kneading property does not change any more, which is not only economically disadvantageous but also tends to deteriorate the water resistance of the finally obtained composite material.

【0011】硬化刺激剤としては種々のアルカリ性物質
が使用できる。用いうる硬化刺激剤の具体例としては、
ナトリウム、カリウム、リチウム等のアルカリ金属の水
酸化物、炭酸塩、珪酸塩等を挙げることが出来るが、ア
ルカリ金属の水酸化物が好ましく、その中でも水酸化ナ
トリウムが最も好ましい。硬化刺激剤は粉末状で用いて
もよいが、水溶液の状態で用いることが好ましい。硬化
刺激剤の使用量は、高炉水砕スラグと超微粉状物質の合
計重量100重量部に対して通常0.5〜5重量部であ
る。また、硬化刺激剤を水溶液で使用する場合、その濃
度は通常、2〜10重量%、好ましくは4〜8重量%で
ある。
Various alkaline substances can be used as the curing stimulant. Specific examples of curing stimulants that can be used include
Examples thereof include hydroxides, carbonates and silicates of alkali metals such as sodium, potassium and lithium, but hydroxides of alkali metals are preferable, and sodium hydroxide is most preferable. Although the curing stimulant may be used in the form of powder, it is preferably used in the state of an aqueous solution. The amount of the curing stimulant used is usually 0.5 to 5 parts by weight based on 100 parts by weight of the total weight of the granulated blast furnace slag and the ultrafine powdery substance. When the curing stimulant is used in an aqueous solution, its concentration is usually 2 to 10% by weight, preferably 4 to 8% by weight.

【0012】水の使用量は、接着補強材全体が良好な
(均一な)混練状態になるように決められるが、概ね高
炉水砕スラグと超微粉状物質の合計量100重量部に対
して、10〜80重量部、好ましくは15〜50重量部
である。水の使用量が少なすぎると混練が行えず、多す
ぎると混練できたとしても成形性が悪くなったり、成形
できたとしても得られる複合材の曲げ強度が低くなり好
ましくない。尚、水は硬化刺激剤を水溶液として使用す
る場合、該水溶液中に含まれる水の量を加えた量が上記
範囲になるよう使用する。
The amount of water used is determined so that the entire adhesive reinforcing material will be in a good (uniform) kneading state, but for approximately 100 parts by weight of the total amount of granulated blast furnace slag and ultrafine powder substance. 10 to 80 parts by weight, preferably 15 to 50 parts by weight. If the amount of water used is too small, the kneading cannot be performed, and if it is too large, the moldability will be poor even if the kneading can be performed, or the bending strength of the obtained composite material will be low, which is not preferable. When the curing stimulant is used as an aqueous solution, water is used so that the total amount of water contained in the aqueous solution is in the above range.

【0013】本発明の接着補強材には、その成形性や得
られる複合材の物性の向上を目的に種々の材料を添加す
ることが出来る。具体的には成形性の向上を目的に、パ
ルプ、ポリプロピレン繊維、ポリエチレン繊維、ビニロ
ン繊維、カーボン繊維、アラミド繊維等の繊維物質を、
また、複合材の硬化収縮を低減する目的で、珪砂、珪石
粉、パーライト等の細骨材を添加することが出来る。こ
れら繊維物質の使用量はその種類にもよるが、高炉水砕
スラグと超微粉状物質の合計量100重量部に対して、
概ね1〜15重量部、好ましくは2〜7重量部である。
また、細骨材の使用量は同様に20〜200重量部、好
ましくは50〜150重量部である。
Various materials can be added to the adhesive reinforcing material of the present invention for the purpose of improving its moldability and physical properties of the resulting composite material. Specifically, for the purpose of improving moldability, fiber materials such as pulp, polypropylene fiber, polyethylene fiber, vinylon fiber, carbon fiber, and aramid fiber are used.
Further, fine aggregates such as silica sand, silica stone powder, and pearlite can be added for the purpose of reducing hardening shrinkage of the composite material. The amount of these fibrous substances used depends on the type, but with respect to the total amount of 100 parts by weight of granulated blast furnace slag and ultrafine powdered substances,
The amount is generally 1 to 15 parts by weight, preferably 2 to 7 parts by weight.
Similarly, the amount of fine aggregate used is 20 to 200 parts by weight, preferably 50 to 150 parts by weight.

【0014】次に、本発明の接着補強材の製造法に関し
て説明する。まず、所定量の高炉水砕スラグ、超微粉状
物質、水溶性高分子及び必要により使用する繊維、細骨
材を出来るだけ均一に粉体混合する。混合に使用しうる
機器は混合物が均一に混合出来るものであればよく具体
的にはアイリッヒタイプの混合機、揺動攪拌タイプのオ
ムニミキサー等を挙げる事が出来る。この粉体混合物に
硬化刺激剤、及び水(必要により硬化刺激剤を所定量の
水に溶解した水溶液)を添加し、更に混合物全体が均一
になるように混合し本発明の接着補強材を得ることがで
きる。
Next, the method for producing the adhesive reinforcing material of the present invention will be described. First, a predetermined amount of granulated blast furnace slag, an ultrafine powdery substance, a water-soluble polymer and, if necessary, fibers and fine aggregates are mixed as uniformly as possible. The equipment that can be used for mixing may be any as long as the mixture can be uniformly mixed, and specific examples thereof include an Erich type mixer and an oscillating stirring type omni mixer. A hardening stimulant and water (an aqueous solution in which a hardening stimulant is dissolved in a predetermined amount of water, if necessary) are added to this powder mixture, and further mixed so that the whole mixture becomes uniform to obtain an adhesion reinforcing material of the present invention. be able to.

【0015】この際好ましくは、上記の混合物に強い剪
断力を作用させて粘土状に混練する。ここで用いうる混
練機の具体例としては、ニーダールーダー、一軸または
に二軸のパドル型混練機、加圧ニーダー、二本ロールニ
ーダー等を挙げることが出来る。
At this time, preferably, a strong shearing force is applied to the above mixture to knead it into a clay form. Specific examples of the kneader that can be used here include a kneader ruder, a uniaxial or biaxial paddle type kneader, a pressure kneader, and a two-roll kneader.

【0016】次に本発明の複合材につき説明する。上記
のようにして得られた本発明の接着補強材は、材料
(1)としてそのままセメントコンクリート類の接着補
強材として用いることができるが、所定の形状に成形し
使用することもできる。この際用いうる成形機の具体例
としてはプレス成形機、真空押出し成形機等を挙げるこ
とが出来るが、成形体が気泡を含有しない真空押出し成
型機を用いるのが好ましい。成形体の形状に特に制限は
ないが、厚さ10mm以下、より好ましくは7mm以下の板
状が好ましい。
Next, the composite material of the present invention will be described. The adhesive reinforcing material of the present invention obtained as described above can be used as the material (1) as it is as an adhesive reinforcing material for cement concrete, but it can also be molded into a predetermined shape and used. Specific examples of the molding machine that can be used at this time include a press molding machine and a vacuum extrusion molding machine, but it is preferable to use a vacuum extrusion molding machine in which the molded body does not contain bubbles. The shape of the molded body is not particularly limited, but a plate shape having a thickness of 10 mm or less, more preferably 7 mm or less is preferable.

【0017】次いで、得られた接着補強材(必要により
その成形体)を接着補強しようとするセメントコンクリ
ート類(材料(2))と密着させ一体物を得る。ここで
使用される材料(2)としては、通常使用されるセメン
トコンクリート類であれば特に限定されないが、例えば
普通ポルトランドセメント、アルミナセメント、高炉セ
メント等を原料とし、これらに減水剤、発泡剤等の種々
の添加剤を添加したもの、種々の骨材、繊維等の添加材
を添加したもの、ALC等が挙げられる。これら材料
(2)のうち比重1以下の軽量セメント硬化体が好まし
く、ACLが特に好ましい。比重1以下の軽量セメント
硬化体は、軽量であるが故に強度、特に曲げ強度が低
く、引っ張り力が大きく作用する部位に使用する場合に
は材料の厚みを厚くして剛性を出さなければならず結果
として材料が重くなる。本発明の接着補強材は、例えば
軽量セメント硬化体と一体化、補強することでこれら問
題点を容易に解決することができる。
Next, the obtained adhesive reinforcing material (the molded body thereof if necessary) is brought into close contact with cement concretes (material (2)) to be adhesively strengthened to obtain an integral body. The material (2) used here is not particularly limited as long as it is a commonly used cement concrete, but for example, ordinary Portland cement, alumina cement, blast furnace cement, etc. are used as raw materials, and water reducing agents, foaming agents, etc. And various additives such as various aggregates and fibers, and ALC. Among these materials (2), a lightweight cement hardened product having a specific gravity of 1 or less is preferable, and ACL is particularly preferable. A light-weight cement hardened product having a specific gravity of 1 or less has low strength, particularly low bending strength because it is lightweight, and when used in a site where a large tensile force acts, the material must be thickened to provide rigidity. As a result, the material becomes heavier. The adhesive reinforcing material of the present invention can easily solve these problems by, for example, integrating with and reinforcing the lightweight cement hardened material.

【0018】また2枚またはそれ以上の材料(2)のそ
れぞれの間に材料(1)を挟み込んで一体化してもよ
い。また、複数の材料(2)を接着補強する場合、少な
くとも1枚は材料(2)である限り、材料(2)の代わ
りに下記材料(3)を用いてもよい。 材料(3):高炉水砕スラグ、超微粉状物質、水溶性高
分子、硬化刺激剤及び水を混合、混練後成形し、養生硬
化してなる硬化体。 前記において材料(3)は、材料(1)を養生硬化して
得られたものを用いることができる。この場合の養生硬
化は、下記する一体化物の養生硬化と同様にして行うこ
とができる。ここで、複数存在する材料(2)または材
料(3)は、互いに同一であっても異なっていてもよ
い。また、本発明においては上記した材料(2)のうち
通常硬化しているものを使用するが、未硬化のものも使
用できる。
Further, the material (1) may be sandwiched between two or more materials (2) to be integrated. When a plurality of materials (2) are adhesively reinforced, the following material (3) may be used instead of the material (2) as long as at least one material is the material (2). Material (3): A cured product obtained by mixing granulated blast furnace slag, ultrafine powder, water-soluble polymer, curing stimulant and water, kneading, molding, and curing. In the above, as the material (3), a material obtained by curing and curing the material (1) can be used. The curing and curing in this case can be performed in the same manner as the curing and curing of the integrated product described below. Here, the plurality of existing materials (2) or materials (3) may be the same as or different from each other. Further, in the present invention, among the above-mentioned materials (2), those which are usually cured are used, but those which are not cured can also be used.

【0019】一体化する方法に特に限定されないが、通
常は本発明の接着補強材(またはその成形体)を接着し
ようとする材料(2)と圧着したり材料(2)の間に挟
んで圧縮し一体化物とする。この際に、本発明の接着補
強材中の水分が材料(2)に移行するのを防止するた
め、材料(2)の乾燥状態により、材料(2)をあらか
じめ水で濡らしておくと接着強度が高くなる場合があ
る。この場合、材料(2)の表面に霧吹き等で水を噴霧
したり、材料(2)を水中に浸漬させておく方法等があ
る。
The method of integration is not particularly limited, but usually, the adhesive reinforcing material (or molded body thereof) of the present invention is compressed by being pressure-bonded to the material (2) to be bonded or sandwiched between the material (2). And make it an integrated product. At this time, in order to prevent the moisture in the adhesive reinforcing material of the present invention from migrating to the material (2), it is necessary to wet the material (2) with water beforehand depending on the dry state of the material (2). May be high. In this case, there are a method of spraying water on the surface of the material (2) by spraying or the like, or a method of immersing the material (2) in water.

【0020】こうして得られた一体化物を養生硬化する
ことによって本発明の複合材とすることができる。養生
硬化は、一体化物の水分が蒸発しないような条件で行
う。具体的には室温〜100℃の温度で蒸気養生する。
本発明で用いる接着補強材は、高温であればあるほど硬
化反応が速く進行するので、100℃近くの温度で蒸気
養生するのが好ましい。また、100℃以上の蒸気でオ
ートクレーブ養生を行ってもよい。養生時間は養生温度
にもよるが通常半日〜1ヵ月である。また、蒸気を用い
て100℃付近で養生を行うような場合の養生時間は、
通常半日〜2日である。
The composite material of the present invention can be obtained by curing and curing the integrated product thus obtained. Curing is carried out under the condition that the water content of the integrated product does not evaporate. Specifically, steam curing is performed at a temperature of room temperature to 100 ° C.
Since the curing reaction of the adhesion reinforcing material used in the present invention proceeds faster at higher temperatures, it is preferable to perform steam curing at a temperature near 100 ° C. Also, autoclave curing may be performed with steam at 100 ° C or higher. The curing time is usually half a day to 1 month, depending on the curing temperature. In addition, the curing time when curing with steam at around 100 ° C is
It is usually half a day to 2 days.

【0021】[0021]

【実施例】以下、実施例を挙げて本発明をさらに具体的
に説明するが、本発明はこれらの実施例によって限定さ
れるものではない。なお、以下において部は重量部を示
す。また、実施例中の引張り試験、最大破壊荷重、最大
撓みの測定は以下のようにして行った。 ・引張り試験:得られた複合材を接着面に対して垂直方
向に切断して断面が4×4cmの直方体(厚さは複合材
によって異なる。)とし、引張り強度測定用治具にエポ
キシ樹脂を用いて接着し、24時間後にテンシロン
((株)オリエンテック製)を用い、引張り速度0.5
mm/分の条件で行った。 ・最大破壊荷重、最大撓み:テンシロンを用いた3点曲
げ試験による測定。 スパン間距離;26cm、載荷速度0.5mm/分(試
験体は材料(2)が上面に来るようにして固定し測定し
た。)
The present invention will be described in more detail below with reference to examples, but the present invention is not limited to these examples. In the following, “part” means “part by weight”. Further, the tensile test, the maximum breaking load, and the maximum deflection in the examples were measured as follows. -Tensile test: The obtained composite material is cut in a direction perpendicular to the adhesive surface to form a rectangular parallelepiped having a cross section of 4 x 4 cm (the thickness varies depending on the composite material), and a jig for tensile strength measurement is coated with epoxy resin. Adhesion using, and after 24 hours, using Tensilon (manufactured by Orientec Co., Ltd.), pulling speed 0.5
mm / min. -Maximum breaking load and maximum deflection: Measured by a three-point bending test using Tensilon. Distance between spans: 26 cm, loading speed 0.5 mm / min (the test body was fixed with the material (2) on the upper surface and measured)

【0022】参考例1 普通ポルトランドセメント100部、6号珪砂200
部、水65部をモルタルミキサーで混練し、4×4×1
6cmのセメントモルタル用試験体型枠に流し込んだ
後、室温で28日間水中養生して硬化させ材料aを得
た。
Reference Example 1 100 parts of ordinary Portland cement, 200 silica sand No. 6
Parts and 65 parts of water are kneaded with a mortar mixer, and 4 × 4 × 1
After pouring into a 6 cm cement mortar test body mold, it was cured in water at room temperature for 28 days to be cured to obtain a material a.

【0023】参考例2 普通ポルトランドセメント80部、シリカヒューム20
部、珪石粉60部、パルプ4部、分子量15,000の
メチルセルロース2部、水30部をニーダールーダーで
混練し、真空押出成形機で厚さ20mm幅4cm長さ1
0cmの板状に成形し材料bを得た。
Reference Example 2 80 parts of ordinary Portland cement, 20 silica fume
Part, silica stone powder 60 parts, pulp 4 parts, molecular weight 15,000 methyl cellulose 2 parts, and water 30 parts are kneaded by a kneader ruder, and the thickness is 20 mm and the width is 4 cm and the length is 1 by a vacuum extrusion molding machine.
Material b was obtained by molding into a plate shape of 0 cm.

【0024】参考例3 参考例2で得られた材料bをビニール袋に入れ室温で2
4時間かけて硬化させた後に180℃のオートクレーブ
で4時間養生して得た硬化体を4cm角に切断し材料c
を得た。
Reference Example 3 The material b obtained in Reference Example 2 was placed in a vinyl bag and kept at room temperature for 2 hours.
After being cured for 4 hours, the cured product obtained by curing for 4 hours in an autoclave at 180 ° C. is cut into 4 cm squares, and the material c
I got

【0025】実施例1 ブレーン値4000cm2 /g の高炉水砕スラグ90部と
シリカヒューム10部、水溶性高分子として平均分子量
2,000,000のポリアクリル酸ナトリウム3部、
細骨材として7号珪砂50部をモルタルミキサーに入れ
て2分間混合した後、硬化刺激剤として水酸化ナトリウ
ム1.5部を水22部に溶解した水溶液を加えてニーダ
ールーダーで6分間混練して得た混練物を真空押出成形
機を用いて厚さ5mm幅100mmの板状に成形して本
発明の接着補強材の成形体を得た。
Example 1 90 parts of granulated blast furnace slag having a Blaine value of 4000 cm 2 / g and 10 parts of silica fume, 3 parts of sodium polyacrylate having an average molecular weight of 2,000,000 as a water-soluble polymer,
50 parts of silica sand No. 7 as fine aggregate is put in a mortar mixer and mixed for 2 minutes, then an aqueous solution of 1.5 parts of sodium hydroxide dissolved in 22 parts of water as a hardening stimulant is added and kneaded for 6 minutes with a kneader ruder. The kneaded product thus obtained was molded into a plate having a thickness of 5 mm and a width of 100 mm by using a vacuum extrusion molding machine to obtain a molded body of the adhesive reinforcing material of the present invention.

【0026】この本発明の接着補強材の成形体を4×1
0cmに切断し、参考例1で得られた材料aを2枚用い
てそれぞれの長辺面(接着させようとする面)に霧吹き
で水をかけ軽く拭き取った後に、この間に挟みプレス機
で100kgf/cm2 の圧力をかけて接着し、本発明の接着
補強材の成形体と材料aとの一体化物を得た。これをビ
ニール袋に入れて密封し、温度90℃、湿度98%に調
整した恒温恒湿器で15時間養生し、本発明の複合材を
得た。この複合材について引張り試験を行ったところ接
着部分ではなく材料aの部分で破断した。
A molded body of the adhesive reinforcing material of the present invention is 4 × 1.
After cutting into 0 cm and using two pieces of the material a obtained in Reference Example 1 to wipe water on each long side surface (surface to be adhered) with a spray of water, lightly wipe it off, and then sandwich with 100 kgf with a pressing machine. Bonding was performed by applying a pressure of / cm 2 to obtain an integrated product of the molded body of the adhesive reinforcing material of the present invention and the material a. This was put in a vinyl bag, sealed, and aged for 15 hours in a thermo-hygrostat adjusted to a temperature of 90 ° C. and a humidity of 98% to obtain a composite material of the present invention. When a tensile test was performed on this composite material, it broke not at the bonded portion but at the material a portion.

【0027】実施例2 ブレーン値10,000cm2 /g の高炉水砕スラグを使
用し、水溶性高分子として平均分子量4,000のメチ
ルセルロース3部を使用し、添加する水量を25部とし
た以外は実施例1と同様にして得た本発明の接着補強材
の成形体を使用し、温度70℃湿度98%で20時間養
生した以外は実施例1と同様にして本発明の複合材を得
た。この複合材について引張り試験を行ったところ接着
部分ではなく材料aの部分で破断した。
Example 2 Granulated blast furnace slag having a Blaine value of 10,000 cm 2 / g was used, 3 parts of methylcellulose having an average molecular weight of 4,000 was used as a water-soluble polymer, and the amount of water added was changed to 25 parts. Was used in the same manner as in Example 1 except that the molded article of the adhesive reinforcement material of the present invention obtained in the same manner as in Example 1 was aged at a temperature of 70 ° C. and a humidity of 98% for 20 hours to obtain a composite material of the present invention. It was When a tensile test was performed on this composite material, it broke not at the bonded portion but at the material a portion.

【0028】実施例3 実施例1において前記材料aの代わりに参考例3で得ら
れた材料cを使用した以外は実施例1と同様に行い本発
明の複合材を得た。この複合材について引張り試験を行
ったところ接着部分ではなく材料cの部分で破断した。
Example 3 A composite material of the present invention was obtained in the same manner as in Example 1, except that the material c obtained in Reference Example 3 was used in place of the material a. When a tensile test was performed on this composite material, it broke at the portion of the material c, not at the bonded portion.

【0029】実施例4 参考例2で得られた材料bを長さ10cmに切断したも
の2枚の間に4×10cmに切断した実施例1と同様に
して得られた本発明の接着補強材の成形体(水量を23
部とした)を挟んで、プレス機で20kgf/cm2 の圧力を
かけて接着し、本発明の接着補強材の成形体と材料bの
一体化物を得た。これをビニール袋に入れて密封し、温
度90℃、湿度98%に調整した恒温恒湿器で15時間
養生し、本発明の複合材を得た。この複合材について引
張り試験を行ったところ接着部分ではなく材料bの硬化
体の部分で破断した。
Example 4 The adhesive reinforcing material of the present invention obtained in the same manner as in Example 1 in which the material b obtained in Reference Example 2 was cut into a length of 10 cm and cut into 4 × 10 cm between two sheets. Molded body of
Part) was sandwiched between them and a pressure of 20 kgf / cm 2 was applied by a pressing machine to bond them to obtain an integrated body of the adhesive reinforcing material of the present invention and the material b. This was put in a vinyl bag, sealed, and aged for 15 hours in a thermo-hygrostat adjusted to a temperature of 90 ° C. and a humidity of 98% to obtain a composite material of the present invention. When a tensile test was performed on this composite material, it broke at the hardened part of the material b, not at the bonded part.

【0030】実施例5 ブレーン比表面積4,000cm2/gの高炉水砕スラグ9
0部、シリカフューム10部、ポリアクリル酸ナトリウ
ム(分子量4,000,000)2.5部、珪砂75
部、パルプ4部をアイリッヒ型混合機に入れ、粉体混合
した。次いで水酸化ナトリウム2部と水28部からなる
硬化刺激剤水溶液を添加し、混合した後にニーダールー
ダーにて混練し、粘土状の混練物(本発明の接着補強
材)を得た。この混練物を真空押出し成型機にて、幅1
0cm、厚さ4mmに成形し成形体Aを得た。
Example 5 Granulated blast furnace slag 9 having a Blaine specific surface area of 4,000 cm 2 / g
0 parts, silica fume 10 parts, sodium polyacrylate (molecular weight 4,000,000) 2.5 parts, silica sand 75
Part and 4 parts of pulp were put into an Erich-type mixer, and powder-mixed. Next, a hardening stimulant aqueous solution consisting of 2 parts of sodium hydroxide and 28 parts of water was added, mixed and then kneaded with a kneader ruder to obtain a clay-like kneaded material (adhesion reinforcing material of the present invention). Width of this kneaded product is 1 using a vacuum extrusion molding machine.
A molded product A was obtained by molding into 0 cm and a thickness of 4 mm.

【0031】実施例6 実施例5と同様にして得た接着補強材を実施例5と同様
に成形し幅10cm、厚さ7mmの成形体Bを得た。
Example 6 The adhesive reinforcing material obtained in the same manner as in Example 5 was molded in the same manner as in Example 5 to obtain a molded product B having a width of 10 cm and a thickness of 7 mm.

【0032】実施例7 ポリアクリル酸ナトリウム3部、珪砂20部、パーライ
ト20部、パルプ4部、水酸化ナトリウム2.4部と水
34部からなる硬化刺激剤を用いた他は実施例5と同じ
操作を行い幅10cm、厚さ4mmの成形体Cを得た。
Example 7 Example 5 except that a curing stimulant consisting of 3 parts of sodium polyacrylate, 20 parts of silica sand, 20 parts of pearlite, 4 parts of pulp, 2.4 parts of sodium hydroxide and 34 parts of water was used. The same operation was performed to obtain a molded product C having a width of 10 cm and a thickness of 4 mm.

【0033】実施例8 実施例7と同様にして得た接着補強材を実施例5と同様
に成形し幅10cm、厚さ7mmの成形体Dを得た。
Example 8 The adhesive reinforcing material obtained in the same manner as in Example 7 was molded in the same manner as in Example 5 to obtain a molded body D having a width of 10 cm and a thickness of 7 mm.

【0034】実施例9〜12 あらかじめ水に浸漬した後、表面の水分をふき取った3
5mm厚のALC板(4cm×30cm)に実施例5〜8で得
られた成形体A、B、C、Dをそれぞれ密着、一体化さ
せ、乾燥しないようにビニールシートで覆い、90℃で
24時間蒸気養生して本発明の複合材を得た。得られた
複合材はALCと押出し成形体が充分に接着していた。
得られた複合材について三点曲げ試験を行った結果を表
3に示す。
Examples 9 to 12 After soaking in water in advance, the surface water was wiped off 3
Molded bodies A, B, C and D obtained in Examples 5 to 8 were closely adhered to and integrated with a 5 mm-thick ALC plate (4 cm x 30 cm), and covered with a vinyl sheet so as not to dry, and at 24 ° C at 90 ° C. The composite material of the present invention was obtained by steam curing for an hour. In the obtained composite material, the ALC and the extrusion molded body were sufficiently adhered.
Table 3 shows the results of a three-point bending test performed on the obtained composite material.

【0035】[0035]

【表3】 表3 実施例 成形体 最大破壊荷重 最大撓み の種類 (Kg) (mm) 9 A 138 1.28 10 B 175 1.55 11 C 117 0.93 12 D 171 1.15[Table 3] Table 3 Example Molded product Maximum breaking load Maximum deflection type (Kg) (mm) 9 A 138 1.28 10 B 175 1.55 11 C 117 0.93 12 D 171 1.15

【0036】実施例13 あらかじめ水に浸漬した後、表面の水をふき取った50
mm厚のALC板(4cm×30cm)と実施例5で得られた
成形体Aを実施例9〜12と同様に養生硬化し、4cm×
30cmの大きさに切り出した硬化体との間に成形体Aを
二本ロールプレスにて2mm厚にした成形体(4cm×30
cm)を挟んで一体化させ、再び同様に養生硬化させ本発
明の複合材を得た。得られた複合材の2mm厚の接着層も
完全に硬化しており、しかもこの接着層とALC板、及
び接着層と硬化体が充分に接着していた。この複合材に
ついて三点曲げ試験を行った。その結果、最大破壊荷重
は258Kgであり、最大撓みは1.02mmであった。
Example 13 After being immersed in water in advance, the surface water was wiped off 50
The mm-thick ALC plate (4 cm × 30 cm) and the molded body A obtained in Example 5 were cured by curing in the same manner as in Examples 9 to 12, and 4 cm ×
Formed product A having a thickness of 2 mm by a two-roll press between it and a cured product cut into a size of 30 cm (4 cm × 30
cm) were sandwiched and integrated, and again cured and cured to obtain the composite material of the present invention. The 2 mm thick adhesive layer of the obtained composite material was completely cured, and the adhesive layer and the ALC plate, and the adhesive layer and the cured product were sufficiently adhered. A three-point bending test was conducted on this composite material. As a result, the maximum breaking load was 258 kg and the maximum deflection was 1.02 mm.

【0037】比較例1〜7 成形体A〜Dを実施例9〜12と同様にして養生硬化し
て得た硬化体A、B、C、Dおよび厚み35mm、50m
m、100mm のALCについて、それぞれ自体の三点曲げ
試験を行った。結果を表4に示す。
Comparative Examples 1 to 7 Molded bodies A to D were cured and cured in the same manner as in Examples 9 to 12 to obtain cured bodies A, B, C and D and thicknesses of 35 mm and 50 m.
Three-point bending test of each of the ALCs of m and 100 mm was conducted. The results are shown in Table 4.

【0038】[0038]

【表4】 表4 比較例 硬化体 最大破壊荷重 最大撓み の種類 (Kg) (mm) 1 A 10 − 2 B 24 − 3 C 7 − 4 D 16 − 5 ALC35mm 17 0.39 6 ALC50mm 33 0.35 7 ALC100mm 108 −[Table 4] Table 4 Comparative example Hardened body Maximum breaking load Maximum deflection type (Kg) (mm) 1A10-2B24-3C7-4D16-5ALC35mm170.396ALC50mm330.3. 357 ALC100mm 108-

【0039】試験例 実施例9〜11で得られた本発明の複合材を充分に乾燥
したものの材料(1)の硬化体の側に20分間バーナー
の直火で加熱した。この試験の後もALCと硬体は充分
に接着していた。
Test Example The composite materials of the present invention obtained in Examples 9 to 11 were sufficiently dried, and the cured product side of the material (1) was heated for 20 minutes with an open flame of a burner. Even after this test, the ALC and the hard body were sufficiently adhered.

【0040】[0040]

【発明の効果】本発明の接着補強材をセメントコンクリ
ート類の接着剤として使用することにより、接着強度が
高く耐久性の高い材料とすることができ、種々のセメン
トコンクリート材料を加工し、小さな材料から大きな材
料や単純な形状の材料から複雑な形状の材料を製造した
り、さらには、セメントコンクリート類と本発明の接着
補強材の成形体とを接着して、セメントコンクリート類
の持つ優れた性質を活かし、さらに高強度で耐凍結融解
性、耐火性、遮音性等に優れた複合材を製造することが
できる。こうして得られた本発明の複合材は床材、外壁
材、型枠材、間仕切り材等の建築材料としてきわめて有
用である。
By using the adhesive reinforcing material of the present invention as an adhesive for cement concrete, it is possible to obtain a material having high adhesive strength and high durability, and various cement concrete materials are processed into small materials. From a large material or a material having a simple shape to a material having a complicated shape, and by further adhering the cement concrete and the molded article of the adhesive reinforcing material of the present invention, the excellent properties that the cement concrete has By utilizing this, it is possible to manufacture a composite material having higher strength and excellent freeze-thaw resistance, fire resistance, sound insulation, and the like. The composite material of the present invention thus obtained is extremely useful as a building material such as a floor material, an outer wall material, a form material, and a partition material.

───────────────────────────────────────────────────── 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 7:24 24:26 22:06 14:02) ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display area C04B 7:24 24:26 22:06 14:02)

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】高炉水砕スラグ、超微粉状物質、水溶性高
分子、硬化刺激剤及び水を含有してなるセメントコンク
リート類接着補強材。
1. A cement concrete adhesion-reinforcing material comprising granulated blast furnace slag, ultrafine powder, water-soluble polymer, hardening stimulant and water.
【請求項2】請求項1記載の接着補強材を混練し、必要
により成形してなる材料(1)とセメントコンクリート
類(材料(2))を密着し一体化した後養生硬化してな
る複合材。
2. A composite obtained by kneading the adhesive reinforcing material according to claim 1 and, if necessary, closely adhering the material (1) and cement concrete (material (2)), and then curing and curing. Material.
【請求項3】下記材料(3)と請求項2記載の材料
(2)、または材料(2)と材料(2)の間に請求項2
記載の材料(1)を挟み込み一体化した後これを養生硬
化してなる複合材。 材料(3):高炉水砕スラグ、超微粉状物質、水溶性高
分子、硬化刺激剤及び水を混合、混練後成形し、養生硬
化してなる硬化体。
3. The material (3) according to claim 2 or the material (2) according to claim 2, or between the material (2) and the material (2).
A composite material obtained by sandwiching and integrating the described material (1) and then curing and curing it. Material (3): A cured product obtained by mixing granulated blast furnace slag, ultrafine powder, water-soluble polymer, curing stimulant and water, kneading, molding, and curing.
【請求項4】材料(2)が比重1以下の軽量セメント硬
化体である請求項2または3記載の複合材。
4. The composite material according to claim 2, wherein the material (2) is a light-weight cement hardened product having a specific gravity of 1 or less.
【請求項5】軽量セメント硬化体が、ALC(オートク
レーブ養生して得られる軽量気泡コンクリート)である
請求項4記載の複合材。
5. The composite material according to claim 4, wherein the light-weight cement hardened product is ALC (light-weight cellular concrete obtained by curing in an autoclave).
【請求項6】材料(1)が厚み10mm以下の板状である
請求項2、3、4、または5記載の複合材。
6. The composite material according to claim 2, wherein the material (1) is a plate having a thickness of 10 mm or less.
JP8079341A 1995-03-09 1996-03-08 Adhesive reinforcing material for cement concrete and composite material Pending JPH08301647A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8079341A JPH08301647A (en) 1995-03-09 1996-03-08 Adhesive reinforcing material for cement concrete and composite material

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP7-77165 1995-03-09
JP7716595 1995-03-09
JP8079341A JPH08301647A (en) 1995-03-09 1996-03-08 Adhesive reinforcing material for cement concrete and composite material

Publications (1)

Publication Number Publication Date
JPH08301647A true JPH08301647A (en) 1996-11-19

Family

ID=26418271

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8079341A Pending JPH08301647A (en) 1995-03-09 1996-03-08 Adhesive reinforcing material for cement concrete and composite material

Country Status (1)

Country Link
JP (1) JPH08301647A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101350423B1 (en) * 2012-03-12 2014-01-16 주식회사 정우소재 Rapid Setting Cement Adhesive for Reinforcing Mesh Adhering on ALC Panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101350423B1 (en) * 2012-03-12 2014-01-16 주식회사 정우소재 Rapid Setting Cement Adhesive for Reinforcing Mesh Adhering on ALC Panel

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