JPH02221172A - Production of lightweight inorganic hardened body - Google Patents
Production of lightweight inorganic hardened bodyInfo
- Publication number
- JPH02221172A JPH02221172A JP3934189A JP3934189A JPH02221172A JP H02221172 A JPH02221172 A JP H02221172A JP 3934189 A JP3934189 A JP 3934189A JP 3934189 A JP3934189 A JP 3934189A JP H02221172 A JPH02221172 A JP H02221172A
- Authority
- JP
- Japan
- Prior art keywords
- hardened body
- bubbles
- mixture
- water
- powder
- 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
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 30
- 238000000034 method Methods 0.000 claims abstract description 17
- 239000000203 mixture Substances 0.000 claims abstract description 17
- 239000000843 powder Substances 0.000 claims abstract description 17
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 12
- 239000004088 foaming agent Substances 0.000 claims abstract description 11
- 238000005187 foaming Methods 0.000 claims abstract description 5
- 229910021487 silica fume Inorganic materials 0.000 claims abstract description 5
- 238000004898 kneading Methods 0.000 claims description 7
- 238000007493 shaping process Methods 0.000 claims 1
- 230000005484 gravity Effects 0.000 abstract description 7
- 239000000463 material Substances 0.000 abstract description 6
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 28
- 239000000377 silicon dioxide Substances 0.000 description 14
- 230000000694 effects Effects 0.000 description 11
- 238000001723 curing Methods 0.000 description 6
- 238000007796 conventional method Methods 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 235000018102 proteins Nutrition 0.000 description 4
- 102000004169 proteins and genes Human genes 0.000 description 4
- 108090000623 proteins and genes Proteins 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- 239000002994 raw material Substances 0.000 description 3
- 239000003381 stabilizer Substances 0.000 description 3
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 102000009027 Albumins Human genes 0.000 description 1
- 108010088751 Albumins Proteins 0.000 description 1
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- 239000004640 Melamine resin Substances 0.000 description 1
- 229920000877 Melamine resin Polymers 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 150000001732 carboxylic acid derivatives Chemical class 0.000 description 1
- 239000005018 casein Substances 0.000 description 1
- BECPQYXYKAMYBN-UHFFFAOYSA-N casein, tech. Chemical compound NCCCCC(C(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(CC(C)C)N=C(O)C(CCC(O)=O)N=C(O)C(CC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(C(C)O)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=N)N=C(O)C(CCC(O)=O)N=C(O)C(CCC(O)=O)N=C(O)C(COP(O)(O)=O)N=C(O)C(CCC(O)=N)N=C(O)C(N)CC1=CC=CC=C1 BECPQYXYKAMYBN-UHFFFAOYSA-N 0.000 description 1
- 235000021240 caseins Nutrition 0.000 description 1
- 238000004581 coalescence Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- KVBGVZZKJNLNJU-UHFFFAOYSA-N naphthalene-2-sulfonic acid Chemical compound C1=CC=CC2=CC(S(=O)(=O)O)=CC=C21 KVBGVZZKJNLNJU-UHFFFAOYSA-N 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 239000008030 superplasticizer Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〔1,産業上の利用分野〕
本発明は、プレフォーム(事前発泡)法によって軽量無
機質硬化体を製造する方法の改良に関する。DETAILED DESCRIPTION OF THE INVENTION [1. Field of Industrial Application] The present invention relates to an improvement in a method for producing a lightweight inorganic cured body by a preform (pre-foaming) method.
〔2,従来の技術〕
起泡剤を使用して製造される軽量無機質硬化体たとえば
、気泡コンクリートは、不燃耐火性、断熱性、軽量性等
の性質を合わせもつ、優れた建築材料として、その需要
は高い。[2. Prior art] A lightweight inorganic hardened material produced using a foaming agent, such as aerated concrete, is an excellent building material that has properties such as noncombustibility, fire resistance, heat insulation, and light weight. Demand is high.
その軽量無機質硬化体の製法には、プレフォーム法、ミ
グストフオーム法およびアフターフオーム法が公知であ
る。Known methods for producing the lightweight inorganic cured body include a preform method, a migustoform method, and an afterform method.
本願で着目しているプレフォーム法は、予め起泡剤と水
とを起泡機で混合して気泡をつくっておき、この気泡を
別につくったセメント等の水硬性無機質粉体と水との混
合物と混練し、型枠に流し込み、養生硬化させる方法で
ある。その特徴として、硬化体のかさ比重が気泡の混入
量で自由に調整できること、および前記混練物の製造が
現場でも容易に可能であることから、プレフォーム法は
広〈実施されている。The preform method that we are focusing on in this application involves mixing a foaming agent and water in advance in a foaming machine to create air bubbles, and then combining the air bubbles with separately created hydraulic inorganic powder such as cement and water. This method involves kneading it with a mixture, pouring it into a mold, and curing and hardening it. The preform method is widely practiced because the bulk specific gravity of the cured product can be freely adjusted by adjusting the amount of bubbles mixed in, and because the kneaded product can be easily manufactured on-site.
具体的には、ポルトランドセメント、フィラー骨材、必
要に応じて有機繊維を加えた配合物と水とを混ぜた混合
物、および予めカゼイン、にかわ、アルブミン等の天然
蛋白質系の起泡剤と多価カルボン酸系の気泡安定剤と水
とを撹拌して得た気泡を混練し、得られた混練物を常用
手段で成形し、養生して軽量無機質硬化体を製造する方
法が特開昭63−295487に開示されている。Specifically, a mixture of Portland cement, filler aggregate, a compound with organic fibers added if necessary, and water, and a natural protein-based foaming agent such as casein, glue, albumin, etc. A method of producing a lightweight inorganic cured body by kneading the bubbles obtained by stirring a carboxylic acid-based bubble stabilizer and water, molding the obtained kneaded product by conventional means, and curing is disclosed in JP-A-63- No. 295,487.
〔30発明が解決しようとする問題点〕前記従来法は、
特殊な気泡安定剤を採用したことにより、破泡率や連続
気泡の多寡を示す吸水率それぞれを約半分にまで改良し
た点で、それなりに効果を上げた技術である。[30 Problems to be solved by the invention] The conventional method is as follows:
By using a special bubble stabilizer, the foam breakage rate and water absorption rate, which indicates the number of open cells, were each reduced by approximately half, making this a reasonably effective technology.
しかしながら、従来法で製造された軽量無機質硬化体を
子細に観察すると、複数の気泡が合一してできた、いわ
ゆる大径気泡や細長い連続気泡が依然としてかなり内包
されており、これが原因して圧縮強度を低くしていた。However, when we closely observe the lightweight inorganic cured material manufactured by conventional methods, we find that it still contains a considerable amount of so-called large-diameter cells and elongated open cells, which are formed by the coalescence of multiple cells, and this causes compression. The intensity was lowered.
そのため、建築部材として、一定寸法の硬化体を製造し
ようとすると、強度が不足していたり、逆に所要強度を
確保しようとすると硬化体の肉厚を大巾に厚くする必要
があった。この例からも解るように、従来法による硬化
体はその強度不足に由来して、用途が制限されていたた
め、高い圧縮強度を具備する軽量無機質硬化体の製造方
法の開発が待たれていた。Therefore, when trying to manufacture a cured body of a certain size as a building member, the strength is insufficient, and conversely, when trying to secure the required strength, it is necessary to significantly increase the wall thickness of the cured body. As can be seen from this example, the use of cured products made by conventional methods was limited due to their lack of strength, so the development of a method for producing lightweight inorganic cured products with high compressive strength has been awaited.
〔40問題点を解決するための手段〕
そこで本発明者らは、軽量無機質硬化体の圧縮強度低下
の原因である前記大径気泡や連続気泡を、より一層減ら
す方法について研究した結果、特定量のシリカヒユーム
および高性能減水剤を水硬性無機質粉体に添加すれば、
製造された硬化体の前記大径気泡等が著しく減少し、か
つ圧縮強度も大巾に改善できることを知見して、本発明
を完成させた。[Means for solving the 40 problems] Therefore, the present inventors conducted research on a method for further reducing the large-diameter cells and open cells, which are the cause of the decrease in the compressive strength of lightweight inorganic cured bodies. If you add silica hume and a high performance water reducer to hydraulic inorganic powder,
The present invention was completed based on the finding that the large-diameter bubbles, etc. in the produced cured product were significantly reduced, and the compressive strength was also significantly improved.
すなわち、本発明の要旨は、水硬性無機質粉体と水との
混合物に、予め起泡剤と水を撹拌して起泡させた気泡を
混練し、得た混練物を成形し、養生して軽量無機質硬化
体を製造する方法において、該粉体に対しシリカヒユー
ムを5〜100重量%および高性能減水剤を混合物に添
加することを特徴とする軽量無機質硬化体の製造方法に
ある。That is, the gist of the present invention is to knead bubbles created by stirring a foaming agent and water in advance into a mixture of hydraulic inorganic powder and water, mold the obtained kneaded product, and cure it. The method for producing a lightweight inorganic cured body is characterized in that 5 to 100% by weight of silica fume and a high performance water reducing agent are added to the mixture based on the powder.
以下、本発明の詳細な説明する。The present invention will be explained in detail below.
本発明において使用するシリカヒユームは、般に市販さ
れているものが採用される。そのシリカヒユームは、通
常SiO□が90重量%以上であり、非晶質を含み、球
状に近く、平均粒径0.1〜0.2μm程度の超微粉末
である。The silica hume used in the present invention is generally commercially available. The silica hume usually contains 90% by weight or more of SiO□, contains amorphous, is nearly spherical, and is an ultrafine powder with an average particle size of about 0.1 to 0.2 μm.
シリカヒユームの添加量は、水硬性無機質粉体に対し5
〜100重量%であり、望ましくは10〜3°0重量%
である。添加量が5重量%未満の場合、混練物中の気泡
が破泡したり、大径気泡あるいは連続気泡がかなり硬化
体に生成しており、圧縮強度の改善も左程でなく、逆に
100重量%を超えると作業性を著しく悪(し、そのう
え圧縮強度も低下するので好ましくない。The amount of silica hume added is 5% to the hydraulic inorganic powder.
~100% by weight, preferably 10-3°0% by weight
It is. If the amount added is less than 5% by weight, the air bubbles in the kneaded material may collapse, or large-diameter cells or open cells may form in the cured product, and the improvement in compressive strength will not be as great as that of 100%. If it exceeds % by weight, it is not preferable because workability is significantly deteriorated (and compressive strength is also lowered).
高性能減水剤としては、たとえばβ−ナフタリンスルフ
ォン酸縮合物塩、メラミン樹脂スルホン酸ホルマリン縮
合物塩等々、慣用のセメント・コンクリート製造のさい
用いられるものの中から適宜に選べばよい。The high performance water reducing agent may be appropriately selected from those commonly used in the production of cement and concrete, such as β-naphthalene sulfonic acid condensate salts, melamine resin sulfonic acid formalin condensate salts, and the like.
その添加量は、水硬性無機質粉体およびシリカヒユーム
の総量(以下、固形分という)に対し、0.3〜3.5
重量%が適当である。0.3重量%未満では添加効果が
低い。添加量を多くすることについてはさしつかえない
が、3.5重量%以上添加しても、添加量に応じた減水
効果は期待できず、不経済である。The amount added is 0.3 to 3.5 to the total amount of hydraulic inorganic powder and silica hume (hereinafter referred to as solid content).
Weight % is appropriate. If the amount is less than 0.3% by weight, the effect of addition is low. There is no problem with increasing the amount added, but even if it is added in an amount of 3.5% by weight or more, a water reduction effect corresponding to the amount added cannot be expected and it is uneconomical.
本発明において、上述したシリカヒユームと高性能減水
剤を併用することが肝要であり、そのいずれを欠いても
効果は得られない。In the present invention, it is essential to use the above-mentioned silica hume and a high performance water reducing agent in combination, and no effect can be obtained without either of them.
次に、その他の原材料についてまとめて説明する。Next, other raw materials will be collectively explained.
水硬性無機質粉体には各種のポルトランドセメント、混
合セメント等が、起泡剤には前述した蛋白質系のばか各
種の界面活性剤たとえば、アルキルヘンゼンスルホン酸
ソーダが用いられる。起泡剤としては、蛋白質系起泡剤
が好ましい。As the hydraulic inorganic powder, various Portland cements, mixed cements, etc. are used, and as the foaming agent, the above-mentioned protein-based surfactants such as sodium alkylhenzenesulfonate are used. As the foaming agent, a protein-based foaming agent is preferred.
次に上記原材料を用いた軽量無機質硬化体の製造プロセ
スを説明する。Next, a manufacturing process of a lightweight inorganic cured body using the above raw materials will be explained.
水硬性無機質粉体、前述した割合のシリカヒユームおよ
び高性能減水剤を配合し、さらに水を固形分に対し12
〜35重量%投入し、混合して混合物をつくり、一方別
に起泡剤と水を1対10〜30(重量比)の割合に配合
したものを起泡機を用いて起泡させて気泡をつくる。Hydraulic inorganic powder, silica hume and a high performance water reducer in the proportions mentioned above are blended, and water is added to 12% of the solid content.
~35% by weight was added and mixed to make a mixture, and on the other hand, a foaming agent and water were mixed in a ratio of 1:10 to 30 (weight ratio) and foamed using a foaming machine to remove air bubbles. to make.
前記混合物に、設計通りのかさ比重の軽量無機質硬化体
が得られるように気泡を添加したのち、十分混練する。After adding air bubbles to the mixture so as to obtain a lightweight inorganic cured product having a designed bulk specific gravity, the mixture is sufficiently kneaded.
得られた混線物を型枠に流し込み養生する。養生方法は
、慣用の湿空、蒸気、オートクレーブ養生のいずれを採
用してもよい。The obtained mixture is poured into a mold and cured. As the curing method, any of the conventional moist air, steam, and autoclave curing methods may be used.
なお、本発明において、硬化体の所要かさ比重、圧縮強
度の許す範囲で、前記原材料に他の材料、たとえばセメ
ント用混和材、骨材、繊維等を添加することができる。In the present invention, other materials such as cement admixtures, aggregates, fibers, etc. may be added to the raw material within the range permitted by the required bulk specific gravity and compressive strength of the cured product.
〔50作用〕
本発明で使用するシリカヒユームおよび高性能減水剤が
、混練のさいまた硬化過程にあって、いかなる作用をす
るかは現時点において詳細ではないが、下記のような作
用があるものと推測する。[50 Effects] Although it is currently unclear what effects the silica hume and high-performance water reducing agent used in the present invention have during kneading and curing processes, it is assumed that they have the following effects. do.
はぼ球状に近く、かつ微小径のシリカヒユームは、混合
物と気泡との混練中、ベアリング効果によって比重差の
大きい水硬性無機質粉体と気泡との分散を助け、硬化過
程にあっては非晶質の部分がすみやかに溶解して該粉体
と反応し、気泡周囲にマトリックスを形成する。そのた
め、混練中にあっては気泡の破泡や気泡相互の合一によ
る大径化、連続化を防止することにより、起泡したとき
の微細な気泡径をそのまま保持させ、かつ気泡をマトリ
ックス中に均一に分散させる効果があるものと思料する
。このことは第1表に示したように、硬化体中の気泡径
が著しく細かい側に片寄っている点から窺える。The silica fume, which is nearly spherical and has a microscopic diameter, helps disperse the hydraulic inorganic powder and the air bubbles, which have a large difference in specific gravity, through a bearing effect during kneading of the mixture and air bubbles, and during the curing process, it becomes amorphous. portion quickly dissolves and reacts with the powder to form a matrix around the bubbles. Therefore, during kneading, by preventing the bubbles from bursting or coalescing with each other to increase the diameter or become continuous, the fine bubble diameter when foamed can be maintained as it is, and the bubbles can be kept in the matrix. It is believed that this has the effect of uniformly dispersing the water. This can be seen from the fact that, as shown in Table 1, the cell diameter in the cured product is extremely biased towards the smaller side.
上記効果はシリカヒユームが高性能減水剤の存在下にお
いて生じることも確かである。その理由は、第1表比較
例4に示すように、シリカヒユームのみを添加した場合
、作業性を維持するために水量を大巾に増加させる必要
がある。そうした場合、混練中に気泡が上記のように大
径化、連続化する傾向にあり、−層悪いことに気泡が硬
化体中で偏在することである。その結果、圧縮強度が極
端に低下する。したがって、高性能減水剤はシリカヒユ
ームの助長作用を有するものと思われる。It is also certain that the above effects occur when silica hume is present in the presence of superplasticizers. The reason for this is, as shown in Comparative Example 4 in Table 1, when only silica hume is added, the amount of water needs to be significantly increased in order to maintain workability. In such a case, the bubbles tend to increase in diameter and become continuous as described above during kneading, and what is worse is that the bubbles become unevenly distributed in the cured product. As a result, the compressive strength is extremely reduced. Therefore, it seems that the superplasticizer has a promoting effect on silica hume.
以上のように、本発明はシリカヒユームと高性能減水剤
を併用して、初めて効果を発揮するものと措置する。As described above, the present invention takes effect only when silica hume and a high performance water reducing agent are used in combination.
〔6,実施例〕
実施例1〜5、比較例1〜4
水硬性無機質粉体として普通ポルトランドセメント(日
本セメント社製)を用い、これにシリカヒユーム、高性
能減水剤、気泡安定剤および水を第1表に示す割合に配
合し、常法にしたがって混合し、それぞれの混合物をつ
くった。[6, Examples] Examples 1 to 5, Comparative Examples 1 to 4 Ordinary Portland cement (manufactured by Nippon Cement Co., Ltd.) was used as the hydraulic inorganic powder, and silica hume, a high performance water reducer, a bubble stabilizer, and water were added to it. They were blended in the proportions shown in Table 1 and mixed according to a conventional method to prepare respective mixtures.
一方、蛋白質系起泡剤(西国商会社製「プロフオーム」
)に20倍(重量)の水を添加し、圧搾エアーで強制撹
拌し、気泡をつくった。On the other hand, a protein-based foaming agent (“Proform” manufactured by Saikoku Sho Company)
) was added to 20 times (by weight) water and forcefully stirred with compressed air to create bubbles.
前記混合物に、この気泡を同表に示すかさ比重目標(気
乾)になるように添加し、オムニミキサー(千代田化工
社製、商品名)で十分混練した。The air bubbles were added to the mixture to achieve the bulk specific gravity target (air-dried) shown in the same table, and thoroughly kneaded with an Omnimixer (manufactured by Chiyoda Kako Co., Ltd., trade name).
得られた混練物を円筒型枠に流し込んだのち、直ちに蒸
気養生(65℃、5時間保持)を行った。After pouring the obtained kneaded material into a cylindrical mold, it was immediately steam-cured (held at 65° C. for 5 hours).
その後、放冷し、脱型してそれぞれの供試体(直径10
X高さ20cm)を得た。After that, it was left to cool, demolded, and each specimen (diameter 10
x height 20 cm) was obtained.
各供試体について、かさ比重(気乾)および圧縮強度を
測定したのち、供試体裁片の一つをダイヤモンドカッタ
ーでカッティングし、そのカンティング面を光学顕微鏡
を用いて気泡分布を測定した。得られたそれぞれの結果
を同表に併記した。After measuring the bulk specific gravity (air-dried) and compressive strength of each specimen, one of the specimen specimens was cut with a diamond cutter, and the canted surface was measured for bubble distribution using an optical microscope. The obtained results are also listed in the same table.
〔79発明の効果〕
本発明は、水硬性無機質粉体と水を混合するさい、特定
量のシリカヒエームおよび高性能減水剤を添加してつく
るプレフォーム法による軽量無機質硬化体の製造方法で
ある。末法によって得られた該硬化体は、微小径の気泡
がほぼ均一に分散されており、また著しく高い圧縮強度
を具備している点、従来法によって製造された軽量無機
質硬化体をはるかに超えている。また、本発明を実施す
るうえで、その構成も単純であるので、実用化も容易で
ある。[79 Effects of the Invention] The present invention is a method for producing a lightweight inorganic cured body by a preform method in which a specific amount of silica hieme and a high performance water reducing agent are added when mixing hydraulic inorganic powder and water. The cured product obtained by this method has microscopic air bubbles almost uniformly dispersed, and has extremely high compressive strength, far exceeding the lightweight inorganic cured product produced by the conventional method. There is. Furthermore, since the configuration of the present invention is simple, it is easy to put it into practical use.
Claims (1)
を起泡させた気泡を混練し、成形し、養生してつくる軽
量無機質硬化体の製造方法において、該粉体に対しシリ
カヒュームを5〜100重量%および高性能減水剤を混
合物に添加することを特徴とする軽量無機質硬化体の製
造方法。(1) In a method for manufacturing a lightweight inorganic hardened body, which is made by kneading air bubbles created by foaming a foaming agent in advance into a mixture of hydraulic inorganic powder and water, shaping and curing the mixture, the powder is A method for producing a lightweight inorganic cured body, comprising adding 5 to 100% by weight of silica fume and a high performance water reducing agent to the mixture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3934189A JPH02221172A (en) | 1989-02-21 | 1989-02-21 | Production of lightweight inorganic hardened body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3934189A JPH02221172A (en) | 1989-02-21 | 1989-02-21 | Production of lightweight inorganic hardened body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02221172A true JPH02221172A (en) | 1990-09-04 |
Family
ID=12550389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3934189A Pending JPH02221172A (en) | 1989-02-21 | 1989-02-21 | Production of lightweight inorganic hardened body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02221172A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0624868A (en) * | 1991-04-09 | 1994-02-01 | Nippon Cement Co Ltd | Lightweight concrete manufacturing method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5522435A (en) * | 1978-08-04 | 1980-02-18 | Hitachi Ltd | Tension control method of hot strip mill |
| JPS6191080A (en) * | 1984-08-24 | 1986-05-09 | マルレイ テイ−レ アクチエンゲゼルシヤフト | Lightweight concrete roof tile |
| JPS62270472A (en) * | 1986-05-19 | 1987-11-24 | オリエンタル建設株式会社 | Construction material of organic fiber reinforced cement andmanufacture |
| JPS6345185A (en) * | 1986-08-11 | 1988-02-26 | オリエンタル建設株式会社 | Inorganic fiber reinforced cement construction material and manufacture |
| JPS6433083A (en) * | 1987-07-30 | 1989-02-02 | Shimizu Construction Co Ltd | Extra-light-weight concrete |
-
1989
- 1989-02-21 JP JP3934189A patent/JPH02221172A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5522435A (en) * | 1978-08-04 | 1980-02-18 | Hitachi Ltd | Tension control method of hot strip mill |
| JPS6191080A (en) * | 1984-08-24 | 1986-05-09 | マルレイ テイ−レ アクチエンゲゼルシヤフト | Lightweight concrete roof tile |
| JPS62270472A (en) * | 1986-05-19 | 1987-11-24 | オリエンタル建設株式会社 | Construction material of organic fiber reinforced cement andmanufacture |
| JPS6345185A (en) * | 1986-08-11 | 1988-02-26 | オリエンタル建設株式会社 | Inorganic fiber reinforced cement construction material and manufacture |
| JPS6433083A (en) * | 1987-07-30 | 1989-02-02 | Shimizu Construction Co Ltd | Extra-light-weight concrete |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0624868A (en) * | 1991-04-09 | 1994-02-01 | Nippon Cement Co Ltd | Lightweight concrete manufacturing method |
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