JPS5841763A - Manufacturing of inorganic foam granule - Google Patents

Manufacturing of inorganic foam granule

Info

Publication number
JPS5841763A
JPS5841763A JP13776181A JP13776181A JPS5841763A JP S5841763 A JPS5841763 A JP S5841763A JP 13776181 A JP13776181 A JP 13776181A JP 13776181 A JP13776181 A JP 13776181A JP S5841763 A JPS5841763 A JP S5841763A
Authority
JP
Japan
Prior art keywords
cement
inorganic
inorganic foam
manufacturing
binder
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP13776181A
Other languages
Japanese (ja)
Other versions
JPS6319461B2 (en
Inventor
望月 英爾
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.)
ASANO PAARAITO KK
Original Assignee
ASANO PAARAITO 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 ASANO PAARAITO KK filed Critical ASANO PAARAITO KK
Priority to JP13776181A priority Critical patent/JPS5841763A/en
Publication of JPS5841763A publication Critical patent/JPS5841763A/en
Publication of JPS6319461B2 publication Critical patent/JPS6319461B2/ja
Granted legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は増強され九無機発泡体粒の新規な製造方法に関
する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a novel method for producing enhanced mineral foam particles.

パーライト、バーミキ4ライト、シラスバルーン等の無
機発泡粒体は非常に多孔質かつ超軽量であるため罠、断
熱性、不燃性、吸音保水性、軽量性等のすぐれた特性を
有している反面、粒子単体の圧縮強度が非常に弱りとい
う大きな欠点、をもっている。そのため断熱材としての
相違も多大の制限をうけている。
Inorganic foam granules such as perlite, vermiki 4 light, and shirasu balloons are extremely porous and ultra-lightweight, so they have excellent properties such as trapping, heat insulation, nonflammability, sound absorption, water retention, and lightness. However, the major drawback is that the compressive strength of the individual particles is extremely weak. For this reason, there are many restrictions on the differences in heat insulating materials.

本発明者は上記無機゛発泡粒体が有する本来のすぐれた
特性・を保持しつつ、その欠点である強度を向上させる
ことに鋭意研究を進め、これら特性が完たうされること
によシ無機発泡粒体を断熱材として、の万能の材料とな
し得るよう検討した結果本発明を完成した。即ち本発明
は有1機または無機の水性バインダーを0.1〜10重
量%含む水性液と、該水性液中の水分とセメントとの重
量比が0.5〜2.0となる如き量のセメントを混合し
ては−ストとなし、該は−ストと無機発泡体粒ヒト混練
することを特徴とするセメントで被覆した無機発泡体粒
の製造方法である。
The present inventor has carried out extensive research into improving the strength, which is a drawback, while maintaining the original excellent properties of the above-mentioned inorganic foamed granules. The present invention was completed as a result of research into using foam granules as a versatile material as a heat insulating material. That is, the present invention comprises an aqueous liquid containing 0.1 to 10% by weight of an organic or inorganic aqueous binder, and an amount such that the weight ratio of water in the aqueous liquid to cement is 0.5 to 2.0. This method of producing inorganic foam particles coated with cement is characterized in that cement is mixed to form an inorganic foam granule, and the inorganic foam granules are kneaded with the inorganic foam granule.

以下に本発明の詳細な説明する。The present invention will be explained in detail below.

一般に水とセメントの水利反応は非常におそく、数日〜
数十臼を要する。無ゆ発泡粒体にセメントを被覆する際
、無機発泡粒体中に吸収されている水分がその外殻にコ
ーティングされてhるセメントと徐々に水和反応を行な
って次第に強固なセメント被覆殻を形成する。水利反応
の初期では外殻のセメントと無機発泡粒体中の水分とが
まだ反応せず、セメント殻は非常に弱く、かつ剥離しや
すい状態にある。従ってこの水和反応の初期から反応が
ほぼ完了するまでの間にハンドリングその他によシ何ら
かの外力が加えられた場合にはセメントコーティングは
剥離し目的を達することはできなhoここに有機または
無機のバインダーが存在することによシセメント殻を無
機発泡粒体の外殻に固定し外力が々口わっても剥離する
ことから防止することができる。
In general, the reaction between water and cement is very slow, lasting up to several days.
It takes several dozen mortars. When coating the non-foamed granules with cement, the water absorbed in the inorganic foamed granules coats the outer shell and gradually undergoes a hydration reaction with the cement, gradually forming a stronger cement-coated shell. Form. At the early stage of the water utilization reaction, the cement in the outer shell and the water in the inorganic foam granules have not yet reacted, and the cement shell is very weak and easily peels off. Therefore, if any external force is applied during the period from the initial stage of this hydration reaction until the reaction is almost completed, due to handling or other external force, the cement coating will peel off and the objective cannot be achieved. The presence of the binder fixes the cicement shell to the outer shell of the inorganic foam granules and prevents it from peeling off even if external force is applied.

そ九故有機または無機バインダーはセメントの水和反応
が終了しセメント殻が無機発泡粒体の外殻で固化するま
での期間存在することが必要であるが、セメント殻が固
化した無機発泡粒体を爾後の乾燥工程等で高温にさらし
た際、焼滅または変質することがあっても何ら差し支え
ないO 本発明に使用される有機または無機のバインダーとして
は上記理由および水と共にセメントに混合し得るもので
あればいかなるものでもよく、一般には水溶性のものが
好ましいが、水に乳化した状態のものであっても差し支
えない。
Therefore, it is necessary for the organic or inorganic binder to exist until the hydration reaction of the cement is completed and the cement shell is solidified with the outer shell of the inorganic foam granules. There is no problem even if it burns out or changes in quality when it is exposed to high temperatures in the subsequent drying process. It may be of any kind, and generally water-soluble ones are preferred, but it may be emulsified in water.

かかるものとして例えば水溶性バインダーとして水ガラ
ス、ポリビニルアルコール、アクリル樹脂があシ、水に
乳化した状態で使用される−ものとしては酢酸ビニル樹
脂、アスファルト、合成ゴムがある。(以下水に乳化し
た状態で使用するバインダーおよび水溶性バインダーを
総称して水性バインダーと略称し、その液を水性液と略
称することがある)。
Examples of such materials include water glass, polyvinyl alcohol, and acrylic resin as water-soluble binders; examples of materials used in an emulsified state in water include vinyl acetate resin, asphalt, and synthetic rubber. (Hereinafter, the binder used in an emulsified state in water and the water-soluble binder may be collectively referred to as the aqueous binder, and the liquid may be abbreviated as the aqueous liquid).

上記バインダーの水に対する濃度は、使用するセメント
の水利反応に好適な水量との関係から0.1〜10重量
%が好ましく、0.1重量%未満では無機発泡体粒セメ
ントを結合させるに必要な量以下のバインダー量となる
ので好ましくない。
The concentration of the binder in water is preferably 0.1 to 10% by weight in relation to the amount of water suitable for the water utilization reaction of the cement used, and if it is less than 0.1% by weight, it is necessary to bind the inorganic foam granular cement. This is not preferable because the amount of binder is less than the amount of binder.

水性バインダーの水性液とセメントの混合は水性液中の
水/セメントの重量比が0.5〜2.0となるようにセ
メント量およびバインダー水性液が混合される。普通ポ
ルトランドセメントの場合水/セメントが1.0が最・
も好ましいが、セメントの種類により上記範囲内で適宜
選択される。
The aqueous binder liquid and cement are mixed in such a manner that the weight ratio of water/cement in the aqueous liquid is 0.5 to 2.0. For ordinary Portland cement, the water/cement ratio is 1.0.
Although it is also preferable, it is appropriately selected within the above range depending on the type of cement.

バインダー水性液とセメントを混合しては−ストをつく
るには先ずバインダー水性液をつくり、しかる後この水
性液にセメントを混合してもよく、水とバインダーおよ
びセメントの王者全同時に混合しても差支えない。
Mixing a binder aqueous liquid and cement - To make a binder aqueous liquid, you can first make a binder aqueous liquid and then mix cement with this aqueous liquid, or you can mix water, binder and cement all at the same time. No problem.

本発明に使用される無機発泡粒体としてはパ 5− 一う−イト、バーミ+1ライト、シラスバルーン、人工
軽量骨材、高炉水滓スラグ等軽量多孔質な無機質粒体で
あれば特に制限はないが、中でもパーライトが一般的で
ある。
There are no particular restrictions on the inorganic foam granules used in the present invention, as long as they are lightweight porous inorganic granules such as perlite, vermi+1ite, shirasu balloons, artificial lightweight aggregates, and blast furnace slag slag. However, perlite is the most common.

バインダー水性液とセメントとからなるセメントバース
トの使用量は無機発泡粒体1m’に対して120〜30
0Kgが好ましく、180〜250に9がとくに好まし
−、120に9未満では被覆するセメント量も少なく、
またバインダー量も不充分なため無機発泡粒体の強度が
向上しない。一方300Kgを超えるとセメント量が多
くなって無機発泡粒体の軽量性が損なわれ、また強度も
セメント量の割には向上度が少なく、また断熱性を低下
させるので好ましくない。
The amount of cement burst consisting of binder aqueous liquid and cement used is 120 to 30% per 1 m' of inorganic foam granules.
0 kg is preferable, 9 between 180 and 250 is particularly preferable, and when it is less than 9 between 120 and 9, the amount of cement to be coated is small,
Furthermore, since the amount of binder is insufficient, the strength of the inorganic foamed particles cannot be improved. On the other hand, if it exceeds 300 kg, the amount of cement increases and the lightweight properties of the inorganic foamed granules are impaired, and the degree of improvement in strength is small compared to the amount of cement, and the heat insulation properties are reduced, which is not preferable.

セメントペーストと無機発泡粒体とを混練するには適当
な混線装置中にペーストと無機発泡粒体を投入;して混
合してもよく、ば−ストの原料たるバインダー水性液と
セメy)および無機発泡粒体とを同時に投入してもよい
・適当な混線装置としてはコンクリート混線用ミキサー
等 6− も使用可能であるが、バッグミルが好適である。
To knead the cement paste and the inorganic foam granules, the paste and the inorganic foam granules may be put into a suitable mixing device; The inorganic foam granules may be added at the same time. As a suitable mixing device, a mixer for concrete mixing etc. 6- can also be used, but a bag mill is preferred.

これらの混線装置によシ無機発泡粒体の表面に均一にセ
メントを被覆することができ、とくに゛バッグミルによ
れば連続式に混線が行なえ量産が可能である。
These cross-talk devices can uniformly coat the surface of the inorganic foam granules with cement, and in particular, a bag mill allows for continuous cross-crossing and mass production.

かくして得られたセメント被覆した無機発泡体粒は少な
くとも3〜10日間の養生期間の後、150℃以上の乾
燥温度による乾燥工程を経て製品化される。
After a curing period of at least 3 to 10 days, the thus obtained cement-coated inorganic foam particles are manufactured into a product through a drying process at a drying temperature of 150° C. or higher.

次に実施例を挙げて本発明をさらに具体的に説明する。Next, the present invention will be explained in more detail with reference to Examples.

実施例 水100tを水槽中で電気ヒーターにより90±5℃に
加熱し、これにバインダーとしてポリビニルアルコール
7、5 Kgを投入しよく攪拌して完全に溶解させる。
Example 100 tons of water is heated to 90±5° C. with an electric heater in a water tank, and 7.5 kg of polyvinyl alcohol as a binder is added thereto and thoroughly stirred to completely dissolve.

このポリビニルアルコール水溶液100tとセメン)1
0’OKgおよび無機7発泡粒体として黒曜石系パーラ
イト1−をバッグミルに投入する。この際投入速度はポ
リビニルアルコール水溶液10z/m1nsセメントI
 Q Q/fnin −/ξミーライ 100 t/m
inであったロバラグミル中で数分間混練しセメント被
覆パーライトを得る。
100 tons of this polyvinyl alcohol aqueous solution and cement) 1
0'OKg and obsidian-based pearlite 1- as inorganic 7 foamed granules are charged into a bag mill. At this time, the feeding speed was 10z/m1ns of polyvinyl alcohol aqueous solution.Cement I
Q Q/fnin −/ξmirai 100 t/m
Cement coated pearlite is obtained by kneading for several minutes in a donkey rag mill.

このものを7日間タンク内に静置して気中養生する。This material was left stationary in a tank for 7 days for air curing.

養生が終ったら150℃の熱風中で約10分間放置して
乾燥し、最終製品とする。
After curing, leave it in hot air at 150°C for about 10 minutes to dry it and use it as a final product.

本発明品および比較のため、バインダーを加電ないセメ
ン斗ペーストで被覆した/!#!−ライトおよびかかる
加工されてない原料パーライトについて強度を調べた。
For the products of the present invention and for comparison, the binder was coated with Cemento paste without applying electricity/! #! - The strength of light and such unprocessed raw pearlite was investigated.

強度は内径50 tm X高135mの耐圧試験容器に
試料を充填し、上からかけた応力の大きさとパーライト
層上面レベルの沈下長さとの関係を示した図から求める
ことができる。その他の品質特性と共に下表に示す。
The strength can be determined from a diagram showing the relationship between the magnitude of the stress applied from above and the length of subsidence at the top level of the pearlite layer when a sample is filled in a pressure test container with an inner diameter of 50 tm and a height of 135 m. It is shown in the table below along with other quality characteristics.

註1)図における沈下量2.5−のときの応力値この結
果よシ本発明品は原料パーライトに比べ強度が4倍以上
(各沈下量において平均して3倍以上)向上しているこ
とがわかる。
Note 1) Stress value when the amount of settlement is 2.5- in the figure This result shows that the strength of the product of the present invention is more than 4 times higher than the raw material pearlite (more than 3 times on average for each amount of settlement). I understand.

【図面の簡単な説明】[Brief explanation of the drawing]

図は応力9大きさと沈下長さの関係を示すグラフである
。 將許出願人 アサツバ−ライト株式会社代理人 弁理士
 伊 東  彰  9−
The figure is a graph showing the relationship between the magnitude of stress 9 and the length of settlement. Patent attorney Akira Ito 9-

Claims (4)

【特許請求の範囲】[Claims] (1)  有機または無機の水性パイン、グーを0.1
〜10重量%含む水性液と、該水性液中の水分とセメン
トとの重量比が0.5〜2.o、とな暮如き量のセメン
トとを混合してイーストとなし、該ば一ストと無機発泡
体4itkk、l混練することを特徴とするセメントで
被覆した無機発泡体粒の製造方法
(1) 0.1 organic or inorganic aqueous pine, goo
The weight ratio of the aqueous liquid containing ~10% by weight and the moisture in the aqueous liquid to cement is 0.5 to 2. A method for producing inorganic foam granules coated with cement, characterized in that yeast is prepared by mixing a similar amount of cement with yeast, and the inorganic foam is kneaded with yeast.
(2)  有機または無機のバインダーが水ガラス、ポ
リビニルアルコール、アクリル樹脂、酢酸ビニル樹脂、
合成ゴムである特許請求の範囲第(1)項記載の製造方
(2) The organic or inorganic binder is water glass, polyvinyl alcohol, acrylic resin, vinyl acetate resin,
The manufacturing method according to claim (1), which is a synthetic rubber.
(3)無機発泡体粒がパーライト、パーミキ罵ライト、
シラスバルーン、人工軽量骨材、高炉水滓スラグである
特許請求の範囲第(1)項記載の製造方法
(3) The inorganic foam particles are perlite, permikilite,
The manufacturing method according to claim (1), which is a whitebait balloon, an artificial lightweight aggregate, and a blast furnace slag slag.
(4)混練に使用するペーストが無機発泡□休校1−に
対し120〜5ooKtである特許請求の範囲第(1)
項記載の製造方法
(4) Claim (1) in which the paste used for kneading is 120 to 5ooKt for inorganic foam □ School closure 1-
Manufacturing method described in section
JP13776181A 1981-09-03 1981-09-03 Manufacturing of inorganic foam granule Granted JPS5841763A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13776181A JPS5841763A (en) 1981-09-03 1981-09-03 Manufacturing of inorganic foam granule

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13776181A JPS5841763A (en) 1981-09-03 1981-09-03 Manufacturing of inorganic foam granule

Publications (2)

Publication Number Publication Date
JPS5841763A true JPS5841763A (en) 1983-03-11
JPS6319461B2 JPS6319461B2 (en) 1988-04-22

Family

ID=15206212

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13776181A Granted JPS5841763A (en) 1981-09-03 1981-09-03 Manufacturing of inorganic foam granule

Country Status (1)

Country Link
JP (1) JPS5841763A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04260643A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Aggregate for inorganic cured product and production thereof
JPH04260647A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Mortar composition
JPH04260646A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Mortar composition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04260643A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Aggregate for inorganic cured product and production thereof
JPH04260647A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Mortar composition
JPH04260646A (en) * 1991-02-13 1992-09-16 Fujikawa Kenzai Kogyo Kk Mortar composition

Also Published As

Publication number Publication date
JPS6319461B2 (en) 1988-04-22

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