JPS6385072A - Manufacture of lightweight foamed concrete products - Google Patents
Manufacture of lightweight foamed concrete productsInfo
- Publication number
- JPS6385072A JPS6385072A JP22696686A JP22696686A JPS6385072A JP S6385072 A JPS6385072 A JP S6385072A JP 22696686 A JP22696686 A JP 22696686A JP 22696686 A JP22696686 A JP 22696686A JP S6385072 A JPS6385072 A JP S6385072A
- Authority
- JP
- Japan
- Prior art keywords
- foam
- cement composition
- cement
- weight
- temperature
- 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
Links
- 239000011381 foam concrete Substances 0.000 title claims description 12
- 238000004519 manufacturing process Methods 0.000 title claims description 12
- 239000004568 cement Substances 0.000 claims description 60
- 239000000203 mixture Substances 0.000 claims description 49
- 239000006260 foam Substances 0.000 claims description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 14
- 239000004088 foaming agent Substances 0.000 claims description 11
- 239000004567 concrete Substances 0.000 claims description 10
- 238000002156 mixing Methods 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 10
- 210000004027 cell Anatomy 0.000 description 9
- 238000010521 absorption reaction Methods 0.000 description 6
- 238000010438 heat treatment Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 239000003381 stabilizer Substances 0.000 description 5
- 229920000609 methyl cellulose Polymers 0.000 description 4
- 239000001923 methylcellulose Substances 0.000 description 4
- 235000010981 methylcellulose Nutrition 0.000 description 4
- 102000004169 proteins and genes Human genes 0.000 description 4
- 108090000623 proteins and genes Proteins 0.000 description 4
- 239000000377 silicon dioxide Substances 0.000 description 4
- 239000004372 Polyvinyl alcohol Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 3
- 230000001413 cellular effect Effects 0.000 description 3
- 239000000839 emulsion Substances 0.000 description 3
- 239000011396 hydraulic cement Substances 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 229920002451 polyvinyl alcohol Polymers 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 229920003169 water-soluble polymer Polymers 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 2
- 229920000663 Hydroxyethyl cellulose Polymers 0.000 description 2
- 210000001565 alc Anatomy 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 description 2
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 description 2
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 description 2
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- UOBYKYZJUGYBDK-UHFFFAOYSA-N 2-naphthoic acid Chemical compound C1=CC=CC2=CC(C(=O)O)=CC=C21 UOBYKYZJUGYBDK-UHFFFAOYSA-N 0.000 description 1
- 239000004354 Hydroxyethyl cellulose Substances 0.000 description 1
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- 239000004373 Pullulan Substances 0.000 description 1
- 229920001218 Pullulan Polymers 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- 238000011074 autoclave method Methods 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 235000019447 hydroxyethyl cellulose Nutrition 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- -1 plyash Substances 0.000 description 1
- 229920000036 polyvinylpyrrolidone Polymers 0.000 description 1
- 239000001267 polyvinylpyrrolidone Substances 0.000 description 1
- 235000013855 polyvinylpyrrolidone Nutrition 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 235000019423 pullulan Nutrition 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- 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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
[技術分野]
本発明は、外壁材、内壁材、床材、天井材、断熱材、遮
音材、吸音材など広S囲の用途に使用される軽量気泡コ
ンクリート製品の製造方法に関するものである。[Detailed Description of the Invention] [Technical Field] The present invention relates to lightweight aerated concrete products used for wide S-wall applications such as exterior wall materials, interior wall materials, floor materials, ceiling materials, heat insulation materials, sound insulation materials, and sound absorption materials. This relates to a manufacturing method.
[背景技術]
コンクリートで成形物、特に建材などを製造するにあた
って乾式1法を採用することが近年増大しており、中で
も軽量気泡コンクリート製品はALC(Autocla
ved Li)Hhtweight Concrete
)を中心として伸張しているにのALCは建材としては
極めて有用であるが、吸水性が高く本米持っている断熱
性を着しく低下され、しかも寒冷地での冬期の環境下で
その水分が凍結して体積膨張による破壊や亀裂が生じた
りするという多大な欠陥を有しており、その使用が大き
く制限されているというのが現状である。[Background technology] In recent years, the use of dry method 1 has been increasing in manufacturing concrete molded products, especially building materials, etc. Among them, lightweight aerated concrete products are manufactured using ALC (Autoclave method).
ved Li) Htweight Concrete
) is extremely useful as a building material, but it has high water absorption and its insulation properties are seriously reduced, and moreover, it loses moisture in winter environments in cold regions. The current situation is that it has many defects in that it freezes and breaks or cracks due to volumetric expansion, which greatly limits its use.
また軽量気泡コンクリート製品をその製造法から見た場
合、ポスト7オーム法とプレフォーム法とがある。ポス
ト7オーム法は発泡剤を含むセメントペーストなどセメ
ント組成物を型に注入したのちに発泡させるものであり
、殆どのALCはこの方法によって製造されている。こ
れに対してプレフォーム法は予め起泡剤及1気泡安定剤
によって作成した泡をセメントペーストなどセメント組
成物に混合し、この泡を混合したセメント組成物を型に
注入成形して硬化させるものであり、この予め泡を作成
しておくプレフォーム法では所望の断面形状を有する軽
量気泡コンクリート製品を成形することができるという
特長を有する。しかし、プレフォーム法で軽量気泡コン
クリート製品を製造するにあたって、常温で成形をおこ
なう場合にはセメントの硬化に長時間を要すると共にこ
の硬化に要する時間の間泡や発泡体の破壊を防ぐために
細心の取り扱いを必要とし、製造効率が低下することに
なる。そこで、型への注型後に加熱をおこなってセメン
トの硬化が迅速になされるようにしているが、この加熱
で泡が膨張して泡同士連通し合って連続気泡が形成され
ることになり、連続気泡による吸水で断熱性能が低下し
たり、寒冷地・での凍結による破壊や亀裂が発生したり
するおそれがあり、さらには泡の膨張破壊で製品にヤセ
が起こったりするという種々の問題を有するものであっ
た。In terms of manufacturing methods for lightweight aerated concrete products, there are two methods: the post 7 ohm method and the preform method. The post 7-ohm method is a method in which a cement composition such as a cement paste containing a foaming agent is injected into a mold and then foamed, and most ALCs are manufactured by this method. On the other hand, in the preform method, foam created in advance using a foaming agent and a foam stabilizer is mixed into a cement composition such as cement paste, and the cement composition mixed with the foam is injected into a mold and hardened. This preform method, in which foam is created in advance, has the advantage of being able to form lightweight cellular concrete products having a desired cross-sectional shape. However, when manufacturing lightweight cellular concrete products using the preform method, it takes a long time for the cement to harden when molding is carried out at room temperature, and care must be taken to prevent the destruction of bubbles and foam during this hardening time. Handling is required and manufacturing efficiency is reduced. Therefore, after pouring into the mold, the cement is heated to make it harden quickly, but this heating causes the bubbles to expand and connect with each other, forming open cells. Water absorption by open cells may reduce insulation performance, breakage or cracks may occur due to freezing in cold regions, and furthermore, the product may deteriorate due to expansion and breakage of the bubbles. It was something that I had.
[発明の目的]
本発明は、上記の点に鑑みて為されたものであり、プレ
フォーム法で独立気泡が連続気泡になることなく製造を
おこなうことができる軽量気泡コンクリート製品の製造
方法を提供することを目的とするものである。[Object of the Invention] The present invention has been made in view of the above points, and provides a method for manufacturing lightweight cellular concrete products that can be manufactured using a preform method without turning closed cells into open cells. The purpose is to
[発明の開示1
しかして本発明に係る軽量気泡コンクリート製品の製造
方法は、セメントe主成分とし水と混練して調91され
るセメント組成物に予め起泡剤によって作成した泡を混
合し、この泡を混合したセメント組成物を成形硬化させ
るプレフォーム法で軽量気泡コンクリートを!l!遺す
るにあたって、セメント組成物と泡とをそれぞれ40〜
80℃に保持した状態で混合して成形硬化させることを
特徴とするものであり、以下本発明の詳細な説明する。[Disclosure 1 of the Invention] The method for producing a lightweight cellular concrete product according to the present invention includes mixing foam previously created with a foaming agent into a cement composition that is made of cement e as a main component and kneaded with water. Create lightweight aerated concrete using the preform method, which molds and hardens the cement composition mixed with this foam! l! When leaving, the cement composition and the foam are each
The present invention is characterized in that it is mixed and molded and cured while being maintained at 80°C.The present invention will be described in detail below.
セメント組成物は水硬性セメントを主成分とし、これに
骨材などを配合すると共に水と混練すること1こよって
、セ7ントスラリーやセメントペーストとして調製され
るものであり、水硬性セメントとしては普通ポルトラン
ドセメント、白セメント、アルミナセメント、ジェット
セメント、石膏、高炉スラグなどを単独で、あるいは二
種以上を混合して使用することができる。また骨材とし
ては珪砂、珪石粉末、プライアッシェ、シリカ7ラワー
、炭酸カルシツムなどを単独であるいは二種以上を、混
合して使用することができるが、特に耐熱性を要求され
る用途に対してはシェルベン、シャモットなどの耐熱骨
材を用いるのが好ましい。ここで、水硬性セメントと骨
材との配合割合は、重量比で80720〜20/80の
範囲が一般的である。Cement compositions are mainly composed of hydraulic cement, which is mixed with aggregates and kneaded with water (1) to prepare cement slurry or cement paste, and is commonly used as hydraulic cement. Portland cement, white cement, alumina cement, jet cement, gypsum, blast furnace slag, etc. can be used alone or in combination of two or more. In addition, as aggregates, silica sand, silica stone powder, plyash, silica 7 laur, calcium carbonate, etc. can be used alone or in combination of two or more, but especially for applications that require heat resistance. It is preferable to use heat-resistant aggregates such as shelben and chamotte. Here, the mixing ratio of hydraulic cement and aggregate is generally in the range of 80,720 to 20/80 by weight.
またセメント組成物には後述の混合される泡を安定させ
るために泡安定剤を配合するのが好ましい。Further, it is preferable to add a foam stabilizer to the cement composition in order to stabilize the foam to be mixed, which will be described later.
泡安定剤は泡を導入する前に予めセメント組成物に配合
しておいても、泡を導入したのちにセメント組成物に配
合するようにしてもいずれでもよいが、後述の加熱時の
泡の安定性や成形された軽量気泡セメント製品の吸水率
低減の効果を得るためには泡安定剤は泡を導入する前に
予めセメント組成物に配合しておくのが好ましい。この
泡安定剤トシてはアスファルトエマルジョン
マルノシン、酢酸ビニル系エマルジョンなどを単独で、
あるいは二種以上を混合して使用することができ、配合
量は1.5〜50重1%、特に2〜15重量%が好まし
い.セメント組成物にはさらに必要に応じてリグニンス
ルホン酸塩、βナフタリン酸塩、ホルマリン縮合物など
の減水剤を2重1%以下の配合量で配合して、セメント
組成物の流動性を調整することもできる。The foam stabilizer may be added to the cement composition before introducing the foam, or it may be added to the cement composition after the foam is introduced. In order to obtain the effect of stability and water absorption reduction of the molded lightweight cellular cement product, it is preferable that the foam stabilizer be incorporated into the cement composition in advance before introducing the foam. This foam stabilizer consists of asphalt emulsion marnosin, vinyl acetate emulsion, etc.
Alternatively, two or more types can be used in combination, and the blending amount is preferably 1.5 to 50% by weight, particularly 2 to 15% by weight. If necessary, a water reducing agent such as lignin sulfonate, β-naphthalate, or formalin condensate is added to the cement composition in an amount of 1% or less in double weight to adjust the fluidity of the cement composition. You can also do that.
泡は、起泡剤を水に混合して圧縮空気とともに独立気泡
発生処理器に導入して通過させることによって作成され
るものであるが、起泡剤としては蛋白質系、ノニオン系
、両性系、高分子多価金属塩等の各起泡剤を単独である
いは二種以上を混合して使用することができる。このよ
うに泡を作成するにあたって増粘のために水溶性高分子
を併用するのが好ましく、水溶性高分子としてはポリビ
ニルアルコール(P V A )、ヒドロキシプロピル
メチルセルロース(H P M C )、ヒドロキシエ
チルセルロース(HEC)、メチルセルロース(MC)
、ポリビニルピロリドン、プルランなどを単独であるい
は二種以上を混合して使用することができる。Foam is created by mixing a foaming agent with water and introducing it together with compressed air into a closed cell generation processor and passing it through. Foaming agents include protein-based, nonionic-based, amphoteric-based, Each foaming agent such as a polymeric polyvalent metal salt can be used alone or in combination of two or more. When creating foam in this way, it is preferable to use water-soluble polymers in combination for thickening, and examples of water-soluble polymers include polyvinyl alcohol (PVA), hydroxypropylmethylcellulose (HPMC), and hydroxyethylcellulose. (HEC), methyl cellulose (MC)
, polyvinylpyrrolidone, pullulan, etc. can be used alone or in combination of two or more.
この泡の発生系において起泡剤の配合量は0.001〜
5重量%、水溶性高分子の配合量は0.01〜1重量%
の範囲にそれぞれ設定するのが好ましく、泡は40〜8
0℃の粘度が1QQOOcps以上に、密度が0.03
−0.08g/cm’I:調Wされるようにするのがよ
い。In this foam generation system, the amount of foaming agent blended is 0.001~
5% by weight, the amount of water-soluble polymer blended is 0.01-1% by weight
It is preferable to set the bubbles in the range of 40 to 8.
Viscosity at 0℃ is 1QQOOcps or more, density is 0.03
-0.08g/cm'I: It is preferable to set it so that it is adjusted to W.
しかして上記のように調!!l!されたセメント組成物
と均一微細な独立気泡として作成された泡をそれぞれ4
0〜80°Cの温度に予め加温しておいて、この温度を
保持させつつセメント組成物に泡を供給して攪拌混練し
、セメント組成物に泡を含有させる。セメント組成物へ
の泡の配合量は、空気量が容積で40〜200%になる
範囲が好ましい。However, as mentioned above! ! l! 4 cement compositions and foams created as uniform fine closed cells, respectively.
The cement composition is heated in advance to a temperature of 0 to 80°C, and while maintaining this temperature, foam is supplied to the cement composition and stirred and kneaded to make the cement composition contain foam. The amount of foam added to the cement composition is preferably such that the air content is 40 to 200% by volume.
そしてさらにこの温度を保持させた状態でセメント組成
物を型に注入して硬化させ、軽量気泡コンクリート製品
を得るのである。ここで、泡を含有するセメント組成物
は40〜80℃の温度に加温保持された状態で成形され
るために硬化は迅速に進行し、製造効率を高めることが
できるものであり、しかも泡は成形の前から40〜80
℃の温度に加温された状態にあるために、セメント組成
物が40〜80°Cの加温温度条件で成形硬化される際
に泡が膨張されるようなことはなく、泡の膨張によって
連通気泡になるおそれなく軽量気泡コンクリート製品を
製造することができることになる。Then, while maintaining this temperature, the cement composition is injected into the mold and hardened to obtain a lightweight cellular concrete product. Here, since the cement composition containing foam is molded while being heated and maintained at a temperature of 40 to 80°C, curing proceeds quickly and production efficiency can be increased. is 40 to 80 before molding
Since the cement composition is heated to a temperature of 40 to 80 degrees Celsius, the bubbles are not expanded when the cement composition is molded and hardened at a heating temperature of 40 to 80 degrees Celsius. This means that lightweight cellular concrete products can be manufactured without the risk of forming open cells.
またこのように成形硬化の際に泡は温度変化を大きく受
けず膨張されたりしないために、セメント組成物への泡
の配合に応じた比重の軽量気泡セメント製品を得ること
ができ、所期の目的とする比重の軽量気泡セメント製品
を得ることができるものである。尚、加温温度が40℃
未満であれば、セメント組成物の硬化速度を十分に高め
ることができないものであり、また加温温度が80℃を
超えても、もはやセメント組成物の硬化速度をこれ以上
高めることがでずエネルギー的に不経済になると共に泡
の安定性が低下することになる。従って本発明において
はセメント組成物や泡の加温温度は40〜80℃の範囲
に限定される。In addition, since the foam is not subject to large temperature changes and does not expand during molding and hardening, it is possible to obtain a lightweight cellular cement product with a specific gravity that corresponds to the foam content in the cement composition. It is possible to obtain a lightweight cellular cement product with the desired specific gravity. In addition, the heating temperature is 40℃
If it is less than 80°C, the curing speed of the cement composition cannot be sufficiently increased, and even if the heating temperature exceeds 80°C, the curing speed of the cement composition cannot be increased any more and the energy It becomes economically uneconomical and the stability of the foam decreases. Therefore, in the present invention, the heating temperature of the cement composition and foam is limited to a range of 40 to 80°C.
次に本発明を実施例によって具体的に説明する。Next, the present invention will be specifically explained with reference to Examples.
普通ポルトランドセメント80重量部、ジェットセメン
ト20重量部、石膏2重量部、珪砂(8号)40fit
部、アスファルトエマル7324重量部、水30重量部
の配合物を加温されたミキサーで攪拌混合することによ
って、65℃に加温した状態のセメント組成物を調製し
た。一方、65°Cに加熱した圧力容器に水と蛋白質系
起泡剤とメチルセルロースを20:1:0,1の重量比
の割合で封入し、これに圧縮空気を圧入することによっ
て、圧入容器のノズルから密度が0.04g/em3の
65°Cに加温された均一微細な独立気泡の泡を作成し
た。次にセメント組成物に泡をセメント組成物の密度が
0 、42 g/ am’になるまで注入して混合し、
この泡を含有させたセメント組成物を型枠に注型し、6
5℃の温度を1時間保持しつつ硬化させて発泡硬化体を
得た。これを養生することによって密度が0 、31
g/ am’の軽量気泡コンクリート製品を得た。80 parts by weight of ordinary Portland cement, 20 parts by weight of jet cement, 2 parts by weight of gypsum, 40 parts of silica sand (No. 8)
A cement composition heated to 65° C. was prepared by stirring and mixing a mixture of 7,324 parts by weight of asphalt emul, and 30 parts by weight of water using a heated mixer. On the other hand, water, a protein-based foaming agent, and methyl cellulose were sealed in a pressure vessel heated to 65°C at a weight ratio of 20:1:0.1, and compressed air was injected into the pressure vessel. Uniform fine closed-cell foam heated to 65°C and having a density of 0.04 g/em3 was produced from the nozzle. Next, foam is injected into the cement composition and mixed until the density of the cement composition becomes 0.42 g/am'.
This foam-containing cement composition is poured into a mold, and 6
The foam was cured while maintaining the temperature at 5° C. for 1 hour to obtain a foamed cured product. By curing this, the density becomes 0,31
A lightweight cellular concrete product of g/am' was obtained.
尺1」[L
セメント組成物に泡をセメント組成物の密度が0.75
g/am’になるまで注入するようにした他は、実施例
1と同様にして密度が0.62g/ca+’の軽量気泡
コンクリート製品を得た。Scale 1" [L Add bubbles to the cement composition. The density of the cement composition is 0.75.
A lightweight aerated concrete product having a density of 0.62 g/ca+' was obtained in the same manner as in Example 1, except that the injection was carried out until it reached g/am'.
K1九り
普通ポルトランドセメント80重量部、ハイアルミナセ
メント20重量部、プライアッシュ40重量部、アスフ
ァルトエマルジョン5重量部、水30重1部の配合物を
加温されたミキサーで攪拌混合することによって、50
℃に加温した状態のセメント組成物をi4!lだ。一方
、50℃に加熱した圧力容器に水と蛋白質系起泡剤とポ
リビニルアルコールを20:1:0,2の重量比の割合
で封入し、これに圧縮空気を圧入することによって、圧
入容器のノズルから密度が0 、05 g/cm’の5
0℃に加温された均一微細な独立気泡の泡を作成した0
次にセメント組成物に泡をセメント組成物の密度が0
、9 g/ cm’になるまで注入して混合し、この泡
を含有させたセメント組成物を型枠に注型し、50℃の
温度を40分間保持しつつ硬化させて発泡硬化体を得た
。これを養生することによって密度が0.81g/c+
*’の軽量気泡コンクリート製品を得た。By stirring and mixing a mixture of 80 parts by weight of K19 ordinary Portland cement, 20 parts by weight of high alumina cement, 40 parts by weight of ply ash, 5 parts by weight of asphalt emulsion, and 1 part by weight of 30 parts of water using a heated mixer. 50
The cement composition heated to ℃ i4! It's l. On the other hand, water, a protein-based foaming agent, and polyvinyl alcohol are sealed in a pressure vessel heated to 50°C at a weight ratio of 20:1:0.2, and compressed air is injected into the pressure vessel. 5 with a density of 0,05 g/cm' from the nozzle
0, which created uniform fine closed-cell foam heated to 0°C.
Next, add bubbles to the cement composition until the density of the cement composition is 0.
, 9 g/cm' and mixed, and the cement composition containing this foam was poured into a mold and cured while maintaining the temperature of 50°C for 40 minutes to obtain a foamed hardened product. Ta. By curing this, the density becomes 0.81g/c+
*A lightweight aerated concrete product was obtained.
埼勢几
実施例1と同じ配合のセメント組成物を常温(20〜2
5℃)の条件下でミキサーで攪拌混合して調製するよう
にした。また常温の条件下で圧力容器に水と蛋白質系起
泡剤とメチルセルロースを2o:i:o、osの重量比
の割合で封入し、これに圧縮空気を圧入することによっ
て、圧入容器のノズルから密度が0.045g/cm’
の均一微細な独立気泡の泡を作成した。次にセメント組
成物に泡をセメント組成物の密度が0 、85 g/
cm’になるまで注入して混合し、この泡を含有させた
セメント組成物を型枠に注型し、常温で6時間放置した
のち1℃/分の昇温速度で80℃まで加熱し、この温度
に10時間保持して発泡硬化体を得た。これを養生する
ことによって密度が0 、72 g/ cm’の軽量気
泡コンクリート製品を得た。A cement composition having the same composition as in Example 1 was heated at room temperature (20 to 2
The mixture was prepared by stirring and mixing with a mixer under conditions (5°C). In addition, water, a protein-based foaming agent, and methylcellulose are sealed in a pressure vessel at a weight ratio of 2o:i:o,os at room temperature, and compressed air is injected into the pressure vessel through the nozzle of the pressure vessel. Density is 0.045g/cm'
Created uniform fine closed-cell foam. Next, foam is added to the cement composition until the density of the cement composition is 0, 85 g/
cm' and mixed, the cement composition containing this foam was poured into a mold, left at room temperature for 6 hours, and then heated to 80°C at a temperature increase rate of 1°C/min. This temperature was maintained for 10 hours to obtain a foam cured product. By curing this, a lightweight cellular concrete product with a density of 0.72 g/cm' was obtained.
上記実施例1乃至3及び比較例によって得た軽量気泡コ
ンクリート製品の吸水率を測定し、結果を次表に示した
。The water absorption rates of the lightweight cellular concrete products obtained in Examples 1 to 3 and Comparative Example were measured, and the results are shown in the table below.
上表の結果、各実施例のものは吸水率が低く、独立気泡
によって軽量気泡コンクリート製品が形成されでいるこ
とが確認される。The results shown in the table above confirm that the water absorption rate of each example was low and that a lightweight cellular concrete product was formed by closed cells.
[発明の効果]
上述のように本発明にあっては、セメント組成物と泡と
をそれぞれ40〜80℃に保持した状態で混合して成形
硬化させるようにしたので、泡を含有するセメント組成
物を40〜80℃の温度に加温した状態で迅速に硬化さ
せることができて製造効率を高めることができるもので
あり、しがも泡は成形の前から40〜80℃の温度に加
温された状態にあって成形硬化の際に泡が膨張されるよ
うなことはな(、泡の膨張で連通気泡が生じるおそれな
く軽量気泡コンクリート製品を製造することがでさるも
のであり、吸水で断熱性能が低下したり寒冷地での凍結
による破壊や亀裂が発生したりすることを防止できるも
のである。[Effects of the Invention] As described above, in the present invention, the cement composition and the foam are mixed and molded and hardened while each being maintained at a temperature of 40 to 80°C. It is possible to quickly cure the product while heating it to a temperature of 40 to 80 degrees Celsius, increasing manufacturing efficiency. It is possible to manufacture lightweight aerated concrete products without the risk of forming open cells due to the expansion of the foam. This prevents the insulation performance from deteriorating in cold climates or from breaking or cracking due to freezing in cold regions.
Claims (1)
メント組成物に予め起泡剤によって作成した泡を混合し
、この泡を混合したセメント組成物を成形硬化させるプ
レフォーム法で軽量気泡コンクリートを製造するにあた
って、セメント組成物と泡とをそれぞれ40〜80℃に
保持した状態で混合して成形硬化させることを特徴とす
る軽量気泡コンクリート製品の製造方法。(1) Light-weight foam is created by the preform method, in which foam created in advance with a foaming agent is mixed with a cement composition prepared by mixing cement with water as the main component, and the cement composition mixed with this foam is molded and hardened. A method for producing a lightweight cellular concrete product, which comprises mixing a cement composition and foam while maintaining each at a temperature of 40 to 80°C, and molding and hardening the mixture in producing concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22696686A JPH0798700B2 (en) | 1986-09-25 | 1986-09-25 | Method for manufacturing lightweight foam concrete product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22696686A JPH0798700B2 (en) | 1986-09-25 | 1986-09-25 | Method for manufacturing lightweight foam concrete product |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6385072A true JPS6385072A (en) | 1988-04-15 |
JPH0798700B2 JPH0798700B2 (en) | 1995-10-25 |
Family
ID=16853410
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22696686A Expired - Lifetime JPH0798700B2 (en) | 1986-09-25 | 1986-09-25 | Method for manufacturing lightweight foam concrete product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0798700B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63215576A (en) * | 1987-03-03 | 1988-09-08 | 旭化成株式会社 | Manufacture of high temperature-injection lightweight concrete |
-
1986
- 1986-09-25 JP JP22696686A patent/JPH0798700B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63215576A (en) * | 1987-03-03 | 1988-09-08 | 旭化成株式会社 | Manufacture of high temperature-injection lightweight concrete |
Also Published As
Publication number | Publication date |
---|---|
JPH0798700B2 (en) | 1995-10-25 |
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