Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6257600B2 - - Google Patents
[go: Go Back, main page]

JPS6257600B2 - - Google Patents

Info

Publication number
JPS6257600B2
JPS6257600B2 JP8925680A JP8925680A JPS6257600B2 JP S6257600 B2 JPS6257600 B2 JP S6257600B2 JP 8925680 A JP8925680 A JP 8925680A JP 8925680 A JP8925680 A JP 8925680A JP S6257600 B2 JPS6257600 B2 JP S6257600B2
Authority
JP
Japan
Prior art keywords
raw materials
added
asbestos fibers
water
fibers
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
Application number
JP8925680A
Other languages
Japanese (ja)
Other versions
JPS5717458A (en
Inventor
Ichiro Doi
Akira Iwata
Akira Yamanashi
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining 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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP8925680A priority Critical patent/JPS5717458A/en
Publication of JPS5717458A publication Critical patent/JPS5717458A/en
Publication of JPS6257600B2 publication Critical patent/JPS6257600B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Porous Artificial Stone Or Porous Ceramic Products (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明は耐衝撃性に優れた水蒸気養生の軽量気
泡コンクリートに関する。 水蒸気養生された軽量気泡コンクリート(以下
ALCと略称する)は、硅砂、硅石等の硅酸質原
料と石灰およびセメント等の石灰質原料を粉砕し
たものに、水を適当な割合に混合し、ついでアル
ミニウム金属粉末等の発泡剤を加えて発泡させて
半可塑状としたのちオートクレーブに移して高温
高圧水蒸気養生を行つて製造している。このよう
にして製造されたALCは、多数の気孔を有する
ため水より軽いという特性を有するが、その製造
過程、製品の輸送又は施工中に受ける衝撃や局部
集中荷重等によつて欠け易いと言う欠点がある。 建築材料として用いられるこれらALCの欠け
を防止するため従来は、ALCの表層部にガラス
繊維、合成繊維等の繊維物質を合成樹脂系、無機
質系のバインダー等を用いて接着し補強する方法
が提案されている。 しかしながら、これらの繊維物質で上記の補強
をしたものは確かに耐衝撃性を向上させることは
できるが、補強材は極く表層部にのみ固定されて
いるにすぎないため、その効果は期待されるほど
は得られなかつた。 また従来からALCの原料配合物に補強材とし
てアスベスト繊維を混入することが試みられてい
るが、アスベスト繊維を配合スラリーに添加した
場合、アスベスト繊維に保水性があるため、まり
も状となり、均一に分散しないと云う問題と、発
泡過程で時間経過と共にアスベスト繊維が吸水す
るため、スラリーの粘性があがつて発泡が阻害さ
れ、独立性のある球形状の気泡が形成されにくい
欠点があつた。 本発明は上記従来法の欠点を解消し、耐衝撃性
の向上したALCを提供することを目的とする。
この目的を達成するため本発明は、ALCの原料
調合物に撥水性物質により撥水処理を施こしたア
スベスト繊維を上記調合物の全固形物に対して
0.1〜5重量%添加混合し、のち定法によつてオ
ートクレーブ処理し、耐衝撃性に優れたALCと
するものである。 以下本発明の概要について説明する。 本発明のALCを製造する際に混入させるアス
ベスト繊維としては一般にアスベストと呼ばれて
いる角閃石アスベスト繊維、蛇紋石アスベスト繊
維が使用できる。アスベスト繊維の特徴としては
耐熱耐アルカリ性、引張強度等の機械的性能がす
ぐれており、オートクレーブ養生条件の温度180
℃で、PH13程度のアルカリ水で長時間暴露しても
強度保持率はほとんど変化がない。 これ等アスベスト繊維に、あらかじめシリコー
ン樹脂、例えばジメチルシリコーン油、シリコー
ンワニス、フエニルシリコーン油、および夫々の
変成体または夫々のエマルジヨンあるいはカルボ
ン酸塩、カルボン酸石鹸、植物油石鹸、パラフイ
ンおよび夫々のエマルジヨンの一般的撥水剤を付
着させ、また場合によつては撥水剤をアスベスト
繊維に十分付着させるために、撥水剤を溶剤、活
性剤、触媒等で処理後乾燥焼付を行つたものを原
料調合物の全固形物に対して0.1〜5.0重量%量ス
ラリーに添加混合して使用する。アスベスト繊維
の添加量を上記の範囲に限定する理由は添加量が
5.0重量%以上の場合には、添加した繊維が相互
にからまりあつて“まりも”状となり、ために均
一な分散が困難で内部欠陥を生じ機械的強度が低
下するためであり、添加量が0.1重量%以下の場
合には耐衝撃性の効果が顕著に現われないからで
ある。 撥水処理されたアスベスト繊維はよくほぐした
上で混入すれば原料配合スラリー中に均質に分散
させることができ、且つ発泡過程で繊維の吸水を
防止することによりスラリーの粘性の増加を抑制
し、良好な気泡を形成することが期待できる。 ALCの主要原料の配合物である石灰質原料と
しては、石灰、セメント等、硅酸質原料としては
硅石、硅砂、硅そう土、高炉スラグ、フライアツ
シユ等、発泡剤としてはアルミニウム粉末、界面
活性剤等一般的に用いられるものであれば特に制
限されることはない。また原料配合物の撹拌はパ
ドル型ミキサー、プロペラ型ミキサー、ターボ型
ミキサー、格子型ミキサー、ポツト型ミキサー等
通常使用される撹拌機が使用できる。 尚撥水処理したアスベスト繊維を均一に原料ス
ラリー中に分散させる目的で、あらかじめこの繊
維にさらに界面活性剤を付着させて原料配合物中
に加えるか、あるいは原料スラリーに必要に応じ
て界面活性剤を添加することもできる。 発泡成型後のオートクレーブによる蒸気養生
は、例えばゲージ圧10Kg/cm2、温度180℃の飽和
水蒸気による一般的な条件で処理することができ
る。 以下実施例について説明する。 実施例 1 6重量部の生石灰粉末と22重量部のポルトラン
ドセメントと32重量部の硅石粉末と0.05重量部の
アルミニウム粉末と40重量部の水と、前記固形物
の合計量に対し、ジメチルシリコーン油にキシロ
ールを1:9の割合で希釈した溶液に蛇紋石系の
アスベスト繊維(長さ3−10mm)を浸漬した後、
乾燥後300℃で5分間焼付けたものを所定割合添
加混合した後、通常の操作に従つて比重0.5の水
蒸気養生軽量気泡コンクリートを製造した。得ら
れた製品から10×15×3cmの試験片を切り取り、
耐衝撃試験としては前記試験片を水平に支点間隔
10cmで固定し、その中央部に13cmの高さから重さ
300gの茹子型鋼球を落下させ、試験片にひびわ
れが生ずる迄繰返し、その落下回数を測定した。
従つて落下回数が多い程耐衝撃性にすぐれている
ことになる。また気泡の良否については顕鏡観察
により生成した気泡が不均一で独立気泡が少ない
ものを否として表現した。また比較例としてアス
ベスト繊維を全く添加しないものについても同様
に試験をした。結果を第1表に示す。
The present invention relates to steam-cured lightweight cellular concrete with excellent impact resistance. Steam-cured lightweight aerated concrete (below)
(abbreviated as ALC) is made by mixing silica raw materials such as silica sand and silica stone and calcareous raw materials such as lime and cement in an appropriate proportion with water, and then adding a foaming agent such as aluminum metal powder. It is manufactured by foaming it into a semi-plastic state, then transferring it to an autoclave and curing it with high temperature and high pressure steam. ALC manufactured in this way has a large number of pores, making it lighter than water, but it is said to be prone to chipping due to shocks and local concentrated loads during the manufacturing process, product transportation, or construction. There are drawbacks. In order to prevent these ALCs used as building materials from chipping, conventional methods have been proposed in which the surface layer of ALC is reinforced by bonding fibrous materials such as glass fibers and synthetic fibers using synthetic resins and inorganic binders. has been done. However, although it is true that impact resistance can be improved by reinforcing these fiber materials, the effect is not expected because the reinforcing material is only fixed to the surface layer. I didn't get as much as I should have. In addition, attempts have been made to mix asbestos fibers as a reinforcing material into the ALC raw material mixture, but when asbestos fibers are added to the mixed slurry, asbestos fibers have water-retentive properties, they form a ball-like shape and are not evenly distributed. There was a problem of not being dispersed, and asbestos fibers absorbed water over time during the foaming process, which increased the viscosity of the slurry and inhibited foaming, making it difficult to form independent spherical cells. The object of the present invention is to eliminate the drawbacks of the above-mentioned conventional methods and provide an ALC with improved impact resistance.
In order to achieve this objective, the present invention uses asbestos fibers that have been treated with a water-repellent substance in the raw material formulation of ALC, in proportion to the total solid content of the above-mentioned formulation.
0.1 to 5% by weight is added and mixed, and then autoclaved according to a conventional method to obtain ALC with excellent impact resistance. The outline of the present invention will be explained below. As the asbestos fibers to be mixed in when producing the ALC of the present invention, amphibole asbestos fibers and serpentine asbestos fibers, which are generally called asbestos, can be used. Asbestos fibers are characterized by excellent mechanical performance such as heat resistance, alkali resistance, and tensile strength.
Even when exposed for a long time to alkaline water with a pH of about 13 at ℃, there is almost no change in strength retention. These asbestos fibers are coated with silicone resins, such as dimethyl silicone oil, silicone varnish, phenyl silicone oil, their respective modified products or their respective emulsions or carboxylic acid salts, carboxylic acid soaps, vegetable oil soaps, paraffin and their respective emulsions. In order to attach a general water repellent and, in some cases, sufficiently adhere the water repellent to the asbestos fibers, the raw material is treated with a water repellent using a solvent, an activator, a catalyst, etc., and then dried and baked. It is used by adding it to the slurry in an amount of 0.1 to 5.0% by weight based on the total solids of the formulation. The reason for limiting the amount of asbestos fiber added to the above range is that the amount added is
If the amount is more than 5.0% by weight, the added fibers will become entangled with each other and form a "marimo" shape, making it difficult to disperse uniformly, causing internal defects and reducing mechanical strength. This is because if the amount is less than % by weight, the impact resistance effect will not be noticeable. Water-repellent treated asbestos fibers can be homogeneously dispersed in the raw material blending slurry by loosening them well and mixing them in. Also, by preventing the fibers from absorbing water during the foaming process, the increase in viscosity of the slurry can be suppressed. It can be expected to form good bubbles. Calcareous raw materials, which are a mixture of the main raw materials for ALC, include lime and cement; silica raw materials include silica stone, silica sand, silica clay, blast furnace slag, and fly ash; foaming agents include aluminum powder, surfactants, etc. There is no particular restriction as long as it is commonly used. For stirring the raw material mixture, commonly used stirrers such as paddle mixers, propeller mixers, turbo mixers, grid mixers, pot mixers, etc. can be used. In order to uniformly disperse the water-repellent asbestos fibers in the raw material slurry, a surfactant is attached to the fibers in advance and added to the raw material mixture, or a surfactant is added to the raw material slurry as necessary. can also be added. Steam curing in an autoclave after foam molding can be carried out under general conditions, for example, using saturated steam at a gauge pressure of 10 Kg/cm 2 and a temperature of 180°C. Examples will be described below. Example 1 6 parts by weight of quicklime powder, 22 parts by weight of Portland cement, 32 parts by weight of silica powder, 0.05 parts by weight of aluminum powder, 40 parts by weight of water, and dimethyl silicone oil based on the total amount of the solids. After immersing serpentine-based asbestos fibers (3-10 mm in length) in a solution diluted with xylol at a ratio of 1:9,
After drying and baking at 300°C for 5 minutes, a predetermined proportion of the mixture was added and mixed, and steam-cured lightweight cellular concrete with a specific gravity of 0.5 was produced according to normal operations. Cut a 10 x 15 x 3 cm test piece from the obtained product,
For the impact test, the test piece was placed horizontally at the fulcrum distance.
Fix it at 10cm and place a weight from a height of 13cm in its center.
A 300g egg-shaped steel ball was dropped, and the number of drops was measured until the test piece cracked.
Therefore, the greater the number of drops, the better the impact resistance. Regarding the quality of the bubbles, the ones where the bubbles generated by microscopic observation were non-uniform and had few closed cells were expressed as "failure". Further, as a comparative example, a material to which no asbestos fiber was added was also tested in the same manner. The results are shown in Table 1.

【表】 第1表の結果から試験No.3−6のものは比較例
に比して耐衝撃性にすぐれ、気泡状態も良好であ
つた。しかしアスベスト繊維の添加が下限以下の
試験No.2では耐衝撃性が良好でなく、また試験No.
7では添加量が上限を越えて添加した繊維がまり
も状となつて均一に分布せず満足の行く結果が得
られなかつた。 実施例 2 実施例1と同じ原料調合で蛇紋石系のアスベス
ト繊維(長さ3−10mm)を用い、これを撥水剤と
してメチルハイドロジエンポリシロキサン10重量
%、ジブチルスズジラウレート1重量%を含有し
たトリクロロエチレン溶液に浸漬し乾燥後200℃
で1分間焼付したものを所定割合混合した後、通
常の操作に従つて比重0.5の水蒸気養生コンクリ
ートを製造し、実施例1と同様に試験をした。結
果を第2表に示す。
[Table] From the results in Table 1, Test No. 3-6 had better impact resistance and better bubble condition than the comparative example. However, in Test No. 2, in which the addition of asbestos fibers was below the lower limit, the impact resistance was not good;
In No. 7, the added amount of fibers exceeded the upper limit and the fibers were shaped like a potato and were not evenly distributed, making it impossible to obtain satisfactory results. Example 2 Serpentine-based asbestos fibers (length 3-10 mm) were used in the same raw material formulation as in Example 1, and this was mixed with 10% by weight of methylhydrodiene polysiloxane and 1% by weight of dibutyltin dilaurate as water repellents. Immerse in trichlorethylene solution and dry at 200℃
After baking for 1 minute and mixing in a predetermined proportion, steam-cured concrete with a specific gravity of 0.5 was produced according to normal operations and tested in the same manner as in Example 1. The results are shown in Table 2.

【表】 この実施例に用いた撥水剤ではアスベスト繊維
浸漬後の乾燥、焼付処理が実施例1に比して簡単
に行うことができる。試験No.9〜12のアスベスト
繊維の添加量が本発明の範囲内のものは実施例1
と同じく耐衝撃性にすぐれていることが認められ
る。 実施例 3 実施例1と同じ原料調合で蛇紋石系のアスベス
ト繊維(長さ3−10mm)を使用し、これを撥水剤
としてステアリン酸アルミニウム石鹸20g/含
有のエチルエーテル溶液で処理し乾燥後120℃で
2分間焼付けしたものを所定割合添加混合して製
品を得、実施例1と同様に性能試験を行つた。結
果を第3表に示す。
[Table] With the water repellent used in this example, drying and baking treatments after immersing asbestos fibers can be performed more easily than in Example 1. Test Nos. 9 to 12 in which the amount of asbestos fiber added is within the range of the present invention is Example 1.
It is recognized that it has excellent impact resistance as well. Example 3 Serpentine-based asbestos fibers (3-10 mm in length) were used with the same raw material formulation as in Example 1, treated with an ethyl ether solution containing 20 g of aluminum stearate soap as a water repellent, and dried. A predetermined proportion of the product baked at 120° C. for 2 minutes was added and mixed to obtain a product, and a performance test was conducted in the same manner as in Example 1. The results are shown in Table 3.

【表】 第3表の結果から試験No.15−18のアスベスト繊
維の添加量が本発明の範囲内のものは実施例1と
同じく耐衝撃性にすぐれていることが認められ
た。
[Table] From the results in Table 3, it was found that Test Nos. 15-18 in which the amount of asbestos fiber added was within the range of the present invention had excellent impact resistance as in Example 1.

Claims (1)

【特許請求の範囲】[Claims] 1 粉末状の硅酸質原料と石灰質原料を主要原料
とする水蒸気養生軽量気泡コンクリートにおい
て、該原料のスラリー混合物に撥水性物質により
撥水処理を施こしたアスベスト繊維を全固形物に
対し0.1〜5.0重量%混入させて成る耐衝撃性に優
れた水蒸気養生軽量気泡コンクリート。
1. In steam-cured lightweight cellular concrete whose main raw materials are powdered siliceous raw materials and calcareous raw materials, asbestos fibers treated with a water-repellent substance in a slurry mixture of the raw materials are added at a ratio of 0.1 to 0.1 to the total solid content. Steam-cured lightweight cellular concrete with excellent impact resistance, containing 5.0% by weight.
JP8925680A 1980-07-02 1980-07-02 Good impact-resistance steam-cured lightweight foamed concrete Granted JPS5717458A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8925680A JPS5717458A (en) 1980-07-02 1980-07-02 Good impact-resistance steam-cured lightweight foamed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8925680A JPS5717458A (en) 1980-07-02 1980-07-02 Good impact-resistance steam-cured lightweight foamed concrete

Publications (2)

Publication Number Publication Date
JPS5717458A JPS5717458A (en) 1982-01-29
JPS6257600B2 true JPS6257600B2 (en) 1987-12-01

Family

ID=13965675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8925680A Granted JPS5717458A (en) 1980-07-02 1980-07-02 Good impact-resistance steam-cured lightweight foamed concrete

Country Status (1)

Country Link
JP (1) JPS5717458A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0631171B2 (en) * 1986-10-15 1994-04-27 株式会社ノダ Extruded product and manufacturing method thereof
JPH0631172B2 (en) * 1986-10-15 1994-04-27 株式会社ノダ Extruded product and manufacturing method thereof

Also Published As

Publication number Publication date
JPS5717458A (en) 1982-01-29

Similar Documents

Publication Publication Date Title
US5871677A (en) Method of manufacturing a light, open-pored, mineral insulating board
US4446040A (en) Strong, heat stable, water repellent, expanded perlite/alkali metal silicate insulation material
CN114180989B (en) Self-made lightweight aggregate, lightweight ultrahigh-strength concrete and preparation method
CN109503080A (en) A kind of foamed fibre concrete
NO137190B (en) PROCEDURES FOR THE MANUFACTURE OF CONCRETE ARTICLES AND MEANS FOR THE IMPLEMENTATION OF PROCEDURES
CN112374832A (en) Recycled aggregate concrete and preparation method thereof
CN109665776A (en) A kind of impact resistance concrete and its preparation process
CN106747174A (en) Water-resistant type air-entrained concrete building block prepared by a kind of utilization ardealite hydraulicity composite gel material
CN113387637A (en) Anti-cracking and anti-corrosion concrete and preparation method thereof
CN115488996B (en) A kind of preparation method of modified sawdust reinforced cement-based composite material
RU2168485C1 (en) Composition for preparing cellular sol concrete and method of preparing thereof
JPS6257600B2 (en)
Zain et al. Influence of different curing conditions on strength and durability of high-performance concrete
CN108726942A (en) A kind of air-mixed concrete pieces and preparation method thereof
US3661663A (en) Method of producing siliceous fiber corrosion inhibiting composites
RU2339600C2 (en) Raw mixture and method of products' manufacture from foam concrete
JPH0158148B2 (en)
JP2010083698A (en) Method for producing hardened cement body, and hardened cement body
JPH0465338A (en) Production of carbon fiber reinforced concrete or similar composition
RU2235082C1 (en) Composition for preparing dispersed-reinforced foam concrete
JPH0761876A (en) Method for producing cured inorganic material
JPS6143316B2 (en)
CN115448651B (en) Flowable fiber-reinforced recycled concrete
JPS6261551B2 (en)
JP3642600B2 (en) Lightweight cellular concrete building material and method for producing the same