JPS6319461B2 - - Google Patents
Info
- Publication number
- JPS6319461B2 JPS6319461B2 JP13776181A JP13776181A JPS6319461B2 JP S6319461 B2 JPS6319461 B2 JP S6319461B2 JP 13776181 A JP13776181 A JP 13776181A JP 13776181 A JP13776181 A JP 13776181A JP S6319461 B2 JPS6319461 B2 JP S6319461B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- inorganic
- inorganic foam
- binder
- water
- 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.)
- Expired
Links
- 239000004568 cement Substances 0.000 claims description 37
- 239000006260 foam Substances 0.000 claims description 22
- 239000011230 binding agent Substances 0.000 claims description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 239000007788 liquid Substances 0.000 claims description 12
- 239000002245 particle Substances 0.000 claims description 9
- 229910001562 pearlite Inorganic materials 0.000 claims description 8
- 238000004898 kneading Methods 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 239000004372 Polyvinyl alcohol Substances 0.000 claims description 5
- 229920002451 polyvinyl alcohol Polymers 0.000 claims description 5
- 238000002156 mixing Methods 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 3
- 239000010455 vermiculite Substances 0.000 claims description 3
- 235000019354 vermiculite Nutrition 0.000 claims description 3
- 229910052902 vermiculite Inorganic materials 0.000 claims description 3
- 229920000178 Acrylic resin Polymers 0.000 claims description 2
- 239000004925 Acrylic resin Substances 0.000 claims description 2
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 claims description 2
- 235000019353 potassium silicate Nutrition 0.000 claims description 2
- 239000011347 resin Substances 0.000 claims description 2
- 229920005989 resin Polymers 0.000 claims description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical group [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 2
- 229920003051 synthetic elastomer Polymers 0.000 claims description 2
- 239000005061 synthetic rubber Substances 0.000 claims description 2
- 239000008187 granular material Substances 0.000 description 17
- 238000006703 hydration reaction Methods 0.000 description 6
- 238000001035 drying Methods 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 239000003232 water-soluble binding agent Substances 0.000 description 3
- 239000007864 aqueous solution Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010451 perlite Substances 0.000 description 2
- 235000019362 perlite Nutrition 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000000306 component Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 239000010954 inorganic particle Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000005332 obsidian Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000011387 rubberized asphalt concrete Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は増強された無機発泡体粒の新規な製造
方法に関する。
パーライト、バーミキユライト、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
あるために、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いという大きな欠点をもつ
ている。そのため断熱材としての用途も多大の制
限をうけている。
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り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ペースト
となし、該ペーストと無機発泡体粒とを混練する
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。
以下に本発明を詳細に説明する。
一般に水とセメントの水和反応は非常におそ
く、数日〜数十日を要する。無機発泡粒体にセメ
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イングされているセ
メントと徐々に水和反応を行なつて次第に強固な
セメント被覆殻を形成する。水和反応の初期では
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。従つ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
の他により何らかの外力が加えられた場合にはセ
メントコーテイングは剥離し目的を達することは
できない。ここに有機または無機のバインダーが
存在することによりセメント殻を無機発泡粒体の
外殻に固定し外力が加わつても剥離することから
防止することができる。
それ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
質することがあつても何ら差し支えない。
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
状態のものであつても差し支えない。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、アクリル樹脂があり、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、アスフアルト、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)。
上記バインダーの水に対する濃度は、使用する
セメントの水和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
機発泡粒体に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。
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。バインダー
水性液とセメントを混合してペーストをつくるに
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三者を同時に混合しても差
支えない。
本発明に使用される無機発泡粒体としてはパー
ライト、バーミキユライト、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。
バインダー水性液とセメントとからなるセメン
トペーストの使用量は無機発泡粒体1m3に対して
120〜300Kgが好ましく、180〜230Kgがとくに好ま
しい。1120Kg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
メント量が多くなつ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、また断熱材を低下させるので好ましくな
い。
セメントペーストと無機発泡粒体とを混練する
には適当な混練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、ペーストの原料たる
バインダー水性液とセメントおよび無機発泡粒体
とを同時に投入してもよい。適当な混練装置とし
てはコンクリート混練用ミキサー等も使用可能で
あるが、パツグミルが好適である。これらの混練
装置により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、とくにパツグミルによれ
ば連続式に混練が行なえ量産が可能である。
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。
次に実施例を挙げて本発明をさらに具体的に説
明する。
実施例
水100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7.5Kgを投入しよく撹拌して完全に溶
解させる。このポリビニルアルコール水溶液100
とセメント100Kgおよび無機発泡粒体として黒
曜石系パーライト1m3をパツグミルに投入する。
この際投入速度はポリビニルアルコール水溶液10
/min、セメント10Kg/min、パーライト100
/minであつた。パツ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。このものを7日
間タンク内に静置して気中養生する。
養生が終つたら150℃の熱風中で約10分間放置
して乾燥し、最終製品とする。
本発明品および比較のため、バインダーを加え
ないセメントペーストで被覆したパーライトおよ
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。
強度は内径50mm×高135mm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 present invention relates to a novel method for producing reinforced inorganic foam granules. Inorganic foam granules such as perlite, vermiculite, and shirasu balloons are extremely porous and ultralight, so they have excellent properties such as heat insulation, nonflammability, sound absorption, water retention, and light weight. The major drawback is that the compressive strength of individual particles is extremely low. Therefore, its use as a heat insulating material is also severely limited. The present inventor has conducted extensive research into improving the strength, which is a drawback, while maintaining the original excellent properties of the above-mentioned inorganic foam granules, and by perfecting these properties, the inorganic foam granules can be improved. The present invention was completed as a result of research into making it 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;
The weight ratio of water in the aqueous liquid to cement is 0.5~
This method of producing inorganic foam particles coated with cement is characterized by mixing cement in an amount of 2.0 to form a paste, and kneading the paste and inorganic foam particles. The present invention will be explained in detail below. Generally, the hydration reaction between water and cement is very slow and takes several to several tens of days. When coating inorganic foam granules with cement, the water absorbed in the inorganic foam granules gradually undergoes a hydration reaction with the cement coated on the outer shell, gradually forming a stronger cement-covered shell. do. At the early stage of the hydration reaction, the cement in the outer shell has not yet reacted with the water in the inorganic foam particles, and the cement shell is very weak and easily peels off. Therefore, if any external force is applied by handling or other means from the initial stage of the hydration reaction until the reaction is almost completed, the cement coating will peel off and the purpose cannot be achieved. The presence of an organic or inorganic binder here fixes the cement shell to the outer shell of the inorganic foam granules and prevents it from peeling off even when external force is applied. 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 solidifies with the outer shell of the inorganic foam granules. There is no problem even if it burns out or changes in quality when exposed to high temperatures during the subsequent drying process. The organic or inorganic binder used in the present invention may be any binder as long as it can be mixed into cement together with water for the above reasons, and in general, water-soluble binders are preferred, but binders that are emulsified in water may be used. There is no problem even if there is. For example, water glass as a water-soluble binder,
There are polyvinyl alcohol and acrylic resin, and those 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). The concentration of the above binder in water is determined based on the relationship with the amount of water suitable for the hydration reaction of the cement used.
The amount of binder is preferably 0.1 to 10% by weight, and less than 0.1% by weight is not preferable because the amount of binder is less than the amount necessary to bind cement to the inorganic foam granules. 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. In the case of ordinary Portland cement, the ratio of water/cement is most preferably 1.0, but the ratio is appropriately selected within the above range depending on the type of cement. To make a paste by mixing an aqueous binder liquid and cement, the aqueous binder liquid may be prepared first, and then cement may be mixed with this aqueous liquid, or the three components, water, binder, and cement may be mixed at the same time. do not have. The inorganic foamed particles used in the present invention are not particularly limited as long as they are lightweight porous inorganic particles such as pearlite, vermiculite, shirasu balloons, artificial lightweight aggregates, and blast furnace slag, but among them, pearlite is Common. The amount of cement paste consisting of binder aqueous liquid and cement is used per 1 m 3 of inorganic foam granules.
120 to 300 kg is preferred, and 180 to 230 kg is particularly preferred. If it is less than 1120 kg, the amount of cement to be coated is small and the amount of binder is also insufficient, so that the strength of the inorganic foam granules does not improve. On the other hand, if it exceeds 300 kg, the amount of cement increases, which impairs the lightweight properties of the inorganic foam granules, and the degree of improvement in strength is small compared to the amount of cement, and the heat insulating material is deteriorated, which is not preferable. To knead the cement paste and the inorganic foamed granules, the paste and the inorganic foamed granules may be put into a suitable kneading device and mixed. may be added at the same time. Although a concrete mixer or the like can be used as a suitable kneading device, a pack mill is preferred. These kneading devices can uniformly coat the surface of the inorganic foam granules with cement, and in particular, a pack mill allows continuous kneading and mass production. The cement-coated inorganic foam granules thus obtained, after a curing period of at least 3 to 10 days,
It is manufactured into a product through a drying process using a drying temperature of ℃ or higher. Next, the present invention will be explained in more detail with reference to Examples. Example: 100% water was heated to 90±5% by electric heater in an aquarium.
℃, add 7.5 kg of polyvinyl alcohol as a binder, and stir well to dissolve completely. This polyvinyl alcohol aqueous solution 100%
Then, 100 kg of cement and 1 m 3 of obsidian-based pearlite as inorganic foam granules were put into a pack mill.
At this time, the feeding speed is 10% of the polyvinyl alcohol aqueous solution.
/min, cement 10Kg/min, perlite 100
/min. Knead for several minutes in a powder mill to obtain cement-coated pearlite. This material was left stationary in a tank for 7 days for air curing. Once curing is complete, leave it in hot air at 150℃ for about 10 minutes to dry it and use it as the final product. The strength of the products of the present invention and, for comparison, pearlite coated with cement paste to which no binder was added and unprocessed raw pearlite were examined. The strength can be determined by filling a pressure test container with an inner diameter of 50 mm and a height of 135 mm, and using a diagram showing the relationship between the magnitude of stress applied from above and the length of subsidence at the top level of the pearlite layer. It is shown in the table below along with other quality characteristics.
【表】【table】
図は応力の大きさと沈下長さの関係を示すグラ
フである。
The figure is a graph showing the relationship between the magnitude of stress and the length of settlement.
Claims (1)
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
とを混合してペーストとなし、該ペーストと無機
発泡体粒とを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。 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
の製造方法。 3 無機発泡体粒がパーライト、バーミキユライ
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。 4 混練に使用するペーストが無機発泡体粒1m3
に対し120〜300Kgである特許請求の範囲第1項記
載の製造方法。[Claims] 1. 0.1 to 10 organic or inorganic aqueous binder
Mixing an aqueous liquid containing % by weight and cement in an amount such that the weight ratio of water in the aqueous liquid to cement is 0.5 to 2.0 to form a paste, and kneading the paste and inorganic foam particles. A method for producing inorganic foam particles coated with cement, characterized by: 2. The manufacturing method according to claim 1, wherein the organic or inorganic binder is water glass, polyvinyl alcohol, acrylic resin, vinyl acetate resin, or synthetic rubber. 3. The manufacturing method according to claim 1, wherein the inorganic foam particles are pearlite, vermiculite, shirasu balloon, artificial lightweight aggregate, or blast furnace slag slag. 4 The paste used for kneading is 1 m 3 of inorganic foam particles.
The manufacturing method according to claim 1, wherein the weight is 120 to 300 kg.
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 JPS5841763A (en) | 1983-03-11 |
| JPS6319461B2 true 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) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0774087B2 (en) * | 1991-02-13 | 1995-08-09 | 富士川建材工業株式会社 | Aggregate for cured inorganic material and method for producing the same |
| JPH07106936B2 (en) * | 1991-02-13 | 1995-11-15 | 富士川建材工業株式会社 | Mortar composition for repair and repair |
| JPH0774089B2 (en) * | 1991-02-13 | 1995-08-09 | 富士川建材工業株式会社 | Mortar composition |
-
1981
- 1981-09-03 JP JP13776181A patent/JPS5841763A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5841763A (en) | 1983-03-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4086098A (en) | Composition of matter comprising cellular aggregate distributed in a binder | |
| CN110526609A (en) | A core-shell type sulphoaluminate cement-based high-strength lightweight aggregate and its preparation method | |
| CN111747691B (en) | High-crack-resistance foam concrete and preparation method thereof | |
| CN101302089B (en) | Preparation of heat-insulating energy-saving mortar containing phase-change material | |
| CN107089810B (en) | A kind of aeroge modified expanded perlite insulation board and preparation method thereof | |
| CN115180907A (en) | A kind of preparation method of novel foam concrete | |
| CN103864373A (en) | Method for preparing composite autoclaved aerated concrete block | |
| JPS6319461B2 (en) | ||
| CN103880355B (en) | A kind of preparation method of high-strength brick | |
| CN110204233A (en) | A kind of preparation method and heat preserving and insulating material of Polystyrene flyash | |
| CA1077181A (en) | Composition of matter comprising cellular aggregate distributed in a binder | |
| CN113480247B (en) | Heat insulation concrete and preparation method thereof | |
| CN117361923A (en) | Modified EPS particles, preparation method and application thereof in ultra-light ceramsite composite wallboard | |
| CN109111161B (en) | A kind of cement-based foaming material and preparation method thereof | |
| SU916473A1 (en) | METHOD OF MAKING CONCRETE PRODUCTS 1 | |
| US4311530A (en) | Concrete mix and process for the manufacture of chemically stable structures and articles therefrom | |
| US3278660A (en) | Light-weight structural units and method for producing the same | |
| SU78313A1 (en) | Method of making artificial pumice | |
| CN109020454B (en) | Production method of cement-based thermal insulation material | |
| RU2206542C2 (en) | Method for preparing claydite-concrete mixture | |
| SU1652309A1 (en) | Process for manufacturing decorative-facing materials | |
| CN118851653A (en) | Concrete suitable for harsh working conditions and preparation method thereof | |
| SU881083A1 (en) | Method of producing concrete articles | |
| JPS6129909B2 (en) | ||
| JP2511437B2 (en) | Lightweight cement products |