JPS58110456A - Rust inhibitor for steam-cured lightweight foamed concrete reinforcing bar - Google Patents

Rust inhibitor for steam-cured lightweight foamed concrete reinforcing bar

Info

Publication number
JPS58110456A
JPS58110456A JP20850881A JP20850881A JPS58110456A JP S58110456 A JPS58110456 A JP S58110456A JP 20850881 A JP20850881 A JP 20850881A JP 20850881 A JP20850881 A JP 20850881A JP S58110456 A JPS58110456 A JP S58110456A
Authority
JP
Japan
Prior art keywords
weight
rust
styrene
latex
cement
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
JP20850881A
Other languages
Japanese (ja)
Other versions
JPS593428B2 (en
Inventor
渡辺 俊弘
渡部 猛
中津海 真帆
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 JP20850881A priority Critical patent/JPS593428B2/en
Publication of JPS58110456A publication Critical patent/JPS58110456A/en
Publication of JPS593428B2 publication Critical patent/JPS593428B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Preventing Corrosion Or Incrustation Of Metals (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】 水蒸気養生軽量気泡コンクリート(以下A、1.0と略
称する)は珪酸質原料と石灰質原料と水を混合したもの
に、アルミニウム等の添加剤を加えてスラリー状とした
ものを、補強鉄筋を組みこんだ型枠に流しこみ発泡、半
硬化させたのち、ピアノ線等で所望の形状になるように
切断し、これをオートクレーブ中で水蒸気養生して製造
されているOA、 L、 Oは軽量で断熱性や耐久性に
秀れた建築材料であることから、高層建築をはじめ種々
の建築に使用されている。
Detailed Description of the Invention Steam-cured lightweight cellular concrete (hereinafter abbreviated as A, 1.0) is a slurry made by adding additives such as aluminum to a mixture of silicic raw materials, calcareous raw materials, and water. OA is manufactured by pouring the material into a formwork with reinforcing steel, allowing it to foam and semi-cure, then cutting it into the desired shape using piano wire, etc., and curing it with steam in an autoclave. , L, and O are lightweight construction materials with excellent heat insulation and durability, so they are used in various types of construction including high-rise buildings.

しかしながらA、 L、 Oは約go%の空隙を持って
いることから湿気や腐蝕性物質が内部まで浸透して補強
鉄筋を腐蝕させる欠点がある。
However, since A, L, and O have voids of approximately go%, they have the disadvantage that moisture and corrosive substances can penetrate inside and corrode the reinforcing steel.

そのために従来補強鉄筋には適当な防錆処理を施してい
る。これまでA、 L、 O用補強鉄筋の防錆−剤とし
ては、セメントを主成分として合成樹脂エマルジョンや
カゼイン等を添加した水系スラリー(特公昭3A −2
3g’/9、ダ/ −2g11.3.5/ −3720
2、−3/ −!;g3’1号公報)や有機溶剤に天然
樹脂又は合成樹脂を溶解したものに、防錆顔料等を添加
したもの(特公昭!;0−15g1号公報及び商品名イ
ナトーA/ 、 LKOHIJR、OHIMIシ、GM
BH社製)等が使用されていた。
To this end, reinforcing reinforcing bars are conventionally treated with appropriate anti-corrosion treatment. Until now, as a rust preventive agent for reinforcing reinforcing bars for A, L, and O, water-based slurry (Tokuko Showa 3A-2
3g'/9, da/-2g11.3.5/-3720
2, -3/-! ;g3'1 Publication) and products in which anti-rust pigments, etc. are added to a solution of natural or synthetic resin in an organic solvent (Tokukosho!;0-15g1 Publication and product names: Inato A/, LKOHIJR, OHIMI C, GM
BH Co., Ltd.) etc. were used.

しかしながらセメントを主体とした防錆被膜は硬く、充
分なボンド力がある反面、被膜に通気性がある為に充分
な防錆性を持たせる為には被膜の厚さを極力厚くする必
要がある。被膜の厚さを厚くすると、セメント自体が脆
い性質の為に鉄筋の撓みに対しそ追随せずクラックが生
じやすい。又被膜を含めた鉄筋の径が太くなるために発
泡過程で鉄筋の上方に空胴が出来やすく、更にはセメン
トの水和によりポットライフが比較的短かい等の欠点が
あった。また有機溶剤を使用する防錆剤では、上記の問
題点はないが、有機溶剤が人体に有害であり、火災や爆
発の危険がある他軟化点の低い熱可塑性樹脂を使用した
ものでは高温時に接着力が低下する欠点がある。
However, while the anti-rust coating made of cement is hard and has sufficient bonding strength, the coating is breathable, so in order to have sufficient anti-corrosion properties, it is necessary to make the coating as thick as possible. . If the thickness of the coating is increased, the cement itself is brittle and will not follow the bending of the reinforcing bars, making it more likely to crack. Furthermore, since the diameter of the reinforcing bars including the coating becomes thick, cavities are likely to form above the reinforcing bars during the foaming process, and furthermore, the pot life is relatively short due to hydration of the cement. In addition, rust preventives that use organic solvents do not have the above problems, but organic solvents are harmful to the human body, and there is a risk of fire or explosion. It has the disadvantage of reduced adhesive strength.

これらの防錆剤以外にも、合成ゴムや熱可塑性樹脂や熱
硬化性樹脂と無機質粉末を組み合せて使用する例(特公
昭tl−1iott”y、54(−+7723.3! 
−400!;7 、!;! −400jTg号公報)も
みられるが、このものをA、 L、 Cに使用しても接
着力が不足したり、作業工程でクランクが生じたり、更
に防錆性が不足したりして何れも充分ではなかった。
In addition to these rust preventives, there are also examples of using synthetic rubber, thermoplastic resins, thermosetting resins, and inorganic powders in combination.
-400! ;7,! ;! -400jTg Publication), but even if this product is used for A, L, and C, the adhesive strength is insufficient, cranks occur during the work process, and rust prevention is insufficient, so it is not sufficient for all of them. It wasn't.

本発明は上記現状に鑑み、比較′的薄い被膜で充分な防
錆性を有し、しかも鉄筋の撓みに対してクランクを生ぜ
ず、可撓性があり、且つ鉄筋とA、 L。
In view of the above-mentioned current situation, the present invention has a relatively thin coating that has sufficient rust prevention properties, does not cause cranking when the reinforcing bars are bent, is flexible, and has a strong bond between the reinforcing bars and A and L.

0への付着力が強く充分な接着力があり、オートクレー
ブ養生後の高温時でも接着力の低下が少なく、且つ経済
的に安価なA、 L、 O補強筋用の防錆剤を提供する
ものである。
To provide a rust preventive agent for A, L, and O reinforcing bars that has strong adhesion to A, L, and O reinforcing bars, has a strong adhesion force to A, L, and O reinforcing bars, has little decrease in adhesive force even at high temperatures after autoclave curing, and is economically inexpensive. It is.

即ち、本発明はハイスチレンSBRのラテックスとアス
ファルトエマルジョンと必要に応じて加えるポリスチレ
ンエマルジョンからなる高分子エマルジョンにポルトラ
ンドセメントと100メツシユ(タイラー篩)以下のケ
イ石の粉末からなる無機質粉末を加え、更に必要に応じ
て分散剤、減水剤、凝結遅緩剤、消泡剤、沈降防止剤等
の添加物と水とを加えでなるA、 L、 O補強筋用防
錆剤である。
That is, the present invention adds inorganic powder consisting of Portland cement and silica powder of 100 mesh (Tyler sieve) or less to a polymer emulsion consisting of high styrene SBR latex, asphalt emulsion, and polystyrene emulsion added as necessary; This is a rust preventive agent for A, L, and O reinforcing bars, which is made by adding water and additives such as a dispersant, a water reducer, a setting retardant, an antifoaming agent, and an antisettling agent as necessary.

本発明による防錆剤を更に詳しく説明すると、■スチレ
ン結合量65〜りS重量%のノ1イスチレンBBHのラ
テックスと、アスファルトエマルジョンを夫々固形分で
l対0.9〜3.ざの重量比率で混合した高分子エマル
ジョン(屑、スチレン結合量!;0−As重量%のSB
Hのラテックスに少量の(SBHのラテフクスの半量以
下)ポリスチレンエマルジョンを加えてスチレン結合量
を6S〜りS重量%としたものにアスファルトエマルジ
ョンを(A)と同様の比率で混合した高分子エマルジョ
ン(B)。
To explain the rust preventive agent according to the present invention in more detail, (1) a latex of styrene BBH with a styrene bond content of 65 to 3% by weight, and an asphalt emulsion, each having a solid content of 0.9 to 3% by weight; A polymer emulsion (waste, styrene bond amount!; 0-As weight% of SB
A polymer emulsion in which a small amount (less than half of the amount of SBH latex) of polystyrene emulsion is added to the latex of H to make the styrene bond amount 6S to 5% by weight, and an asphalt emulsion is mixed in the same ratio as (A). B).

@ポルトランドセメント対゛タイラー篩で100メツシ
ユ以下のケイ石の粉末を重量比で7.3対l〜ヶ、5の
割合で混合した無機質粉末(0)。
An inorganic powder (0) made by mixing silica powder with a weight ratio of 7.3 to 1,5 parts by weight using a Tyler sieve to 100 meshes or less of silica powder to Portland cement.

(A)又は(B)の固形分1重量部に対して(0)を3
〜6重量部の比率でのと@とを混合したものを主成分と
するA、 L、 O用防錆剤であり、これに更に作業性
及び性能向上を図るために、分散剤として商品名マイテ
ィー(花王石鹸製)、バリツク(藤沢薬品製)等、凝結
遅緩剤としてソジウムへブトネート、砂糖等、消泡剤と
して商品名アンチフロス(第−工業製薬筒)、シリコー
ン(信越化学制)等、沈降防止剤として、ベントナイト
、アスベスト等の添加物と適当量の水とを加えても良い
3 parts of (0) per 1 part by weight of solid content of (A) or (B)
This is a rust preventive agent for A, L, and O whose main component is a mixture of ~6 parts by weight of Mighty (manufactured by Kao Soap), Balitsuku (manufactured by Fujisawa Pharmaceutical), etc. Set retardants include sodium hebutonate, sugar, etc. Antifoaming agents include the trade name Anti-Floss (Dai-Kogyo Pharmaceutical Cylinder), silicone (Shin-Etsu Chemical), etc. As an anti-settling agent, additives such as bentonite and asbestos and an appropriate amount of water may be added.

本発明法に使用するSBHのラテックスとアスファルト
エマルジョンと、必要に応じて加えるポリスチレンエマ
ルジョンは、適度の硬度と可撓性\不透水性で鉄筋への
付着力と強い被膜を作るために加えるものであり、セメ
ント混和用に市販されているものを使用する事ができる
が1.SBHのラテックスについては、クラックの発生
がなく、接着力が強くなる点からスチレンの結合量が6
5〜7sMIk%のハイスチレンSDRのラテックスが
好適であり、スチレンの結合量が50〜65重量%のS
BHのラテックスに少量のポリスチレンエマルジョンを
加えて、スチレンの結合量を6S〜75重量%とじても
使用する事ができるが、スチレンの結合量が50重量%
以下のSBHのラテックス、例えば上記結合量が30重
量%のSBHのラテックスに多量のポリスチレンエマル
ジョンを加えて、スチレン結合量を6S〜りS重量%と
したものでは、防錆剤のポットライフが短かくなり、鉄
筋被膜にクラックが入るため好ましくない。
The SBH latex and asphalt emulsion used in the method of the present invention, and the polystyrene emulsion added as necessary, are added to have appropriate hardness, flexibility, and water impermeability, and to create a strong coating and adhesion to reinforcing steel. Yes, commercially available cement mixtures can be used, but 1. For SBH latex, the amount of styrene bonded is 6 to avoid cracking and to increase adhesive strength.
A high styrene SDR latex with a sMIk% of 5 to 7 sMIk% is suitable, and a SDR latex with a styrene binding amount of 50 to 65% by weight is suitable.
It can also be used by adding a small amount of polystyrene emulsion to BH latex to increase the amount of styrene bonded from 6S to 75% by weight, but if the amount of styrene bonded is 50% by weight.
In the following SBH latexes, for example those made by adding a large amount of polystyrene emulsion to the above-mentioned SBH latex with a bonding amount of 30% by weight to make the styrene bonding amount 6S to 5% by weight, the pot life of the rust inhibitor is short. This is undesirable because it causes cracks in the reinforcing steel coating.

又、スチレン結合量がt早以下のSBRのラテックスを
使用するとゴム弾性が強くなって、被膜が柔軟となり接
着力が低下する。これを防ぐため上記のものに無機粉末
を多量に加えると、硬度や接着力は向上するが1.可撓
性が低下したり、吸水性が上るため耐錆性も低下する。
Furthermore, if an SBR latex with a styrene bond content of less than t is used, the rubber elasticity becomes strong, and the coating becomes soft and the adhesive force decreases. To prevent this, adding a large amount of inorganic powder to the above materials improves hardness and adhesive strength, but 1. Rust resistance also decreases due to decreased flexibility and increased water absorption.

又、上記のラテックスに熱硬化性樹脂、例えばフェノー
ル樹脂やエポキシ樹脂を加えて、その硬度や接着力をあ
げることも可能であるが、ポットライフが短かくなった
り、刺激臭があったりするクロスでは被膜にクラックが
生じ易くなる。
It is also possible to add a thermosetting resin, such as a phenolic resin or an epoxy resin, to the above latex to increase its hardness and adhesive strength, but this may shorten the pot life or produce a irritating odor. In this case, cracks are likely to occur in the coating.

SDRのラテックスの他にも、セメント混和用に市販さ
れている例えばアクリルエマルジョン、ポリウレタンエ
マルシ菅ン、ポリエステルエマルジョン、アクリル噌エ
ステルエマルジョン等の使用も一応可能であるが、価格
的に見て本発明法の組合せが最適である。
In addition to SDR latex, it is also possible to use commercially available acrylic emulsions, polyurethane emulsions, polyester emulsions, acrylic ester emulsions, etc. for cement mixing, but from a cost standpoint, the present invention The combination of laws is optimal.

次に本発明法のハイスチレンSBHのラテックスの固形
分1重量部に対しアスファルトエマルジョンの固形分O
0q〜30g重量部とする理由は、アスファルトエマル
ジョン0.9重量部以下では被膜の鉄筋への付着性が悪
くなって接着力が低下するのと、防錆性が悪くなるため
であり、30g重量部以上では生成した被膜が軟かく、
且つ脆くなって接着力が低下するのと、鉄筋マットのク
ロス部分にクラックが入りやすくなるからである。
Next, the solid content of the asphalt emulsion is O
The reason why it is set at 0q to 30g parts by weight is that if the asphalt emulsion is less than 0.9 parts by weight, the adhesion of the coating to the reinforcing steel will be poor, resulting in a decrease in adhesive strength, and the rust prevention will be poor. Above 50%, the formed film is soft,
This is because the reinforcing steel mat becomes brittle and its adhesive strength decreases, and the cross portions of the reinforcing steel mat tend to crack.

セメントとlOOメツシュ以下のケイ石の粉°末からな
る無機質粉末の添加は、該樹脂被膜のみでは充分でない
接着力を補なうのに効果があるからである。
This is because the addition of an inorganic powder consisting of cement and silica powder of less than 100 mesh is effective in compensating for the insufficient adhesive strength of the resin coating alone.

セメント、粉末状ケイ石の他にもタルク、カオリン、炭
酸カルシウム、石灰、アルミナ、酸化鉄、酸化亜鉛等の
粉末を使用することが可能ではあるが、特にオートクレ
ーブ養生でケイ酸カルシウムを生成するものが有効で、
価格的に安いセメントと粉末状ケイ石が好適である。
In addition to cement and powdered silica, powders such as talc, kaolin, calcium carbonate, lime, alumina, iron oxide, and zinc oxide can be used, but especially those that produce calcium silicate when cured in an autoclave. is valid,
Cement and powdered silica are preferred because they are inexpensive.

該セメントは、普通ポルトランドセメントか中庸熱セメ
ントが良く、粉末状ケイ石はケイ石やケイ砂を粉砕した
ものでスラリー中で早い沈降が起らないものであれば良
く、粒度が100メツシユ以下であれば問題はない。セ
メントと粉末状ケイ石の混合割合は重量比で/、5対/
−1,5が好適で/、3対lよりセメントが多くなると
ポットライフが短かくなり、逆にセメン)/、5に対し
粉末状のケイ石を9.5以上とするとケイ酸カルシウム
の生成が少なくなって接着力が低下するのとスラIJ 
+のプリージング(沈降しやすくなる)が起り易くなる
0 本発明で■の高分子エマルジョンを固形分として1重量
部に対し@の無機質粉末を3〜6重量部とするのは、無
機質粉末が3重量部以下では被膜が軟かくなって接着力
が低下するだけでなく価格が高くなるためであり、また
逆に6重量部以上では被膜の可撓性が低下して鉄筋の撓
みに対してクラックが生じ易くなることと、被膜の通気
性が増して鉄筋の防錆性を悪くするためである。
The cement is preferably ordinary Portland cement or moderate heat cement, and the powdered silica is pulverized silica or silica sand, as long as it does not quickly settle in the slurry, and the particle size is 100 mesh or less. There is no problem if there is. The mixing ratio of cement and powdered silica stone is /, 5:/ by weight.
-1,5 is preferable/, if the amount of cement is more than 3 to 1, the pot life will be shortened; conversely, if powdered silica stone is more than 9.5 to cement)/, 5, calcium silicate will be formed. The problem is that the adhesive strength decreases due to less IJ
In the present invention, 3 to 6 parts by weight of the inorganic powder @ is used for 1 part by weight of the solid content of the polymer emulsion (2). If it is less than 6 parts by weight, the coating will not only become soft and the adhesive force will decrease, but also the price will increase. Conversely, if it is more than 6 parts by weight, the flexibility of the coating will decrease and cracks will occur when the reinforcing bars bend. This is because it becomes more likely to occur, and the permeability of the coating increases, worsening the rust prevention properties of the reinforcing bars.

本発明のA、 L、 O補強筋用防錆剤には、作業性の
向上や被膜の性状向上のために前述のように分 ・散剤
、凝結遅緩剤等の添加物を必要に応じて添加する。
The rust preventive agent for A, L, and O reinforcing bars of the present invention may contain additives such as dispersants, setting retarders, etc., as described above, in order to improve workability and film properties. Added.

又、水はスラリーlの粘度や濃度をフントロールして必
要な被膜厚さになるように適宜増減して添加する。
Further, water is added by adjusting the viscosity and concentration of the slurry 1, and increasing or decreasing it as appropriate so as to obtain the required coating thickness.

以上説明したようにして調整した防錆剤組成物はスラリ
ーを調製後密封状態で水分の蒸発がなければlケ月以上
放置しても安定で性能の低下は起らない。又、連続して
補強筋の浸漬作業を行なう場合に、消費して不足する分
を新たに調製して補充しても防錆剤組成物の性状が変化
したり性能が悪化したりする事はない。
The rust preventive composition prepared as described above is stable and does not deteriorate in performance even if it is left in a sealed state for one month or more without evaporation of water after preparing the slurry. In addition, when continuously dipping reinforcing bars, even if the consumed and insufficient amount is replenished with new preparation, the properties of the rust preventive composition will not change or the performance will deteriorate. do not have.

この防錆剤を使用して防錆処理を施した補強鉄筋を用い
て製造したA、 L、 Oの補強鉄筋は、実施例に見ら
れるように充分な接着力と防錆性を有する。
The reinforcing bars A, L, and O manufactured using reinforcing bars treated with this rust preventive agent have sufficient adhesion and rust prevention properties, as seen in the examples.

この理由については明確でないがA、 L、 O製造工
程のオートクレーブ養生によってアスファルトの防錆力
と密層力、SBRやポリスチレンの適度な硬度と可撓性
と造膜性、セメントと粉末状ケイ石からなるケイ酸カル
シウム化合物による接着力の向上等が相乗的に作用して
優れた防錆被覆を形成するものと考えられる。
The reason for this is not clear, but the autoclave curing in the A, L, and O manufacturing processes improves the anti-corrosion and dense layering properties of asphalt, the appropriate hardness, flexibility, and film-forming properties of SBR and polystyrene, and the effectiveness of cement and powdered silica. It is thought that the improvement in adhesion caused by the calcium silicate compound consisting of the following acts synergistically to form an excellent anti-rust coating.

以下実施例について説明する。Examples will be described below.

実施例1 スチレン結合量70重量%、固形分45重量%のハイス
チレンSBHのラテックス(商品名、クロスレン5PX
−/s武田薬品)60重量部と、固形分SS重量%のア
スファルトエマルジョン(商品名、フリントコート屋S
1シェル石油化学)60重量部と、普通ポルトランドセ
メント50重量部と、粉末状゛のケイ石(東海工業、特
許) isθ重量部と、分散剤として商品名マイティー
130R(。
Example 1 Latex of high styrene SBH with a styrene bond amount of 70% by weight and a solid content of 45% by weight (trade name: Crossrene 5PX)
-/s Takeda Pharmaceutical) 60 parts by weight and an asphalt emulsion (trade name, Flint Coat-ya S) with a solid content of SS weight%
1 Shell Petrochemicals) 60 parts by weight, 50 parts by weight of ordinary Portland cement, powdered silica stone (Tokai Kogyo, patented) isθ parts by weight, and a dispersant under the trade name Mighty 130R (trade name).

花王石鹸)1重量部、セメントの凝結遅緩剤としてソジ
ウムへブトネート(三重化成)0.!;重量部、消泡剤
として商品名アンチフロス(第一工業製薬)0.2重量
部と、水70重量部とを加えてよく混合し、粘度3゜O
飲Hのスラリーからなる防錆剤を作った。
Kao Soap) 1 part by weight, Sodium Hebutonate (Mie Kasei) 0. ! Add 0.2 parts by weight of Anti-Floss (trade name: Daiichi Kogyo Seiyaku) as an antifoaming agent and 70 parts by weight of water and mix well to obtain a viscosity of 3°O.
A rust preventive agent was made from a slurry of drinking water.

上記の防錆剤に直径5,5mff1の補強鉄筋を浸漬し
gOCの熱風乾燥、浸漬、乾燥の操作を行なって、補強
鉄筋に平均厚さ0.3!;mlNの防錆被膜を形成した
A reinforcing reinforcing bar with a diameter of 5.5 mff1 was immersed in the above rust preventive agent, and the gOC hot air drying, dipping, and drying operations were performed to give the reinforcing bar an average thickness of 0.3! mlN anti-rust coating was formed.

この鉄筋を型枠に固定して以下通常の方法に従って、比
重O,SのA、 L、 Oを製造した。
This reinforcing bar was fixed to a formwork, and A, L, and O with specific gravity O and S were manufactured according to the following conventional method.

このA、 L、 (!から’@ X IIX #αルの
角柱の縦方向の中心に鉄筋が位置するように切断して、
これを押し抜き法による接着力試験とD工N11223
及びスエーデン規格(S工S1g/l/l)による防錆
試験を行なった。ポットライフの試験は蓋付の容器に、
本実施例の防錆剤を入れ、密封状態で放置する場合と、
毎日この防錆剤の1割を捨て、その/@は新しい防錆剤
で補充する場合の両者について、該防錆剤の粘度の変化
や、ゲル化、沈降を観察すると共に、lケ月を経過した
該防錆剤を使用してA。
Cut so that the reinforcing bar is located at the vertical center of the rectangular column of A, L, (!)
This was subjected to an adhesive force test using the punching method and
And a rust prevention test was conducted according to the Swedish standard (S engineering S1 g/l/l). To test pot life, use a container with a lid.
When adding the rust preventive agent of this example and leaving it in a sealed state,
When discarding 10% of this rust preventive agent every day and replenishing it with new rust preventive agent, we observed changes in the viscosity, gelation, and sedimentation of the rust preventive agent, and also observed changes in the viscosity of the rust preventive agent over a period of one month. A using the rust preventive agent.

L、Oを作り、その鉄筋の接着力試験と、防錆試験とを
行なった。又、防錆処理を施した鉄筋をそのままオート
クレーブ養生した後、該鉄筋を50+1−の角度に折り
曲げてクラックの発生状態をみた。
L and O were made, and an adhesion test and a rust prevention test were conducted on the reinforcing bars. Further, after the reinforcing bars that had been subjected to anti-rust treatment were cured in an autoclave as they were, the reinforcing bars were bent at an angle of 50+1- and the occurrence of cracks was observed.

゛ 以上の試験の結果ポットライフ(lケ月以上変化な
し)、可撓性(クラック発生なし)、接着力(,20に
9/Cm 以上・・・・押し抜きによる最大荷重を鉄筋
の表面積で除去した値)、防錆性(発錆なし)鉄筋を折
り曲げてクラックの発生なしとすべてに満足できるもの
であった。
゛ As a result of the above tests, pot life (no change for more than 1 month), flexibility (no cracks), adhesive strength (20 to 9/Cm or more...the maximum load due to punching is removed by the surface area of the reinforcing bars) The results were satisfactory in terms of rust resistance (no rust), no cracks when bending the reinforcing bars, and so on.

実施例コ 原料の配合割合を第1表の通りとした以外は実施例/と
同様に製造し、その性状を同様にして調べた。
Example 1 A product was produced in the same manner as in Example 1, except that the blending ratio of the raw materials was as shown in Table 1, and its properties were examined in the same manner.

結果を比較例(特許請求の範囲外の配合割合で造った防
錆剤組成物を使用したもの)との対比で第1表に示す。
The results are shown in Table 1 in comparison with a comparative example (using a rust preventive composition prepared with a blending ratio outside the claimed range).

表註) ポットライフ○;lケ月以上変化ないか、一部沈降して
も攪拌で元に戻る。
Table note) Pot life: ○: There is no change for more than 1 month, or even if some sedimentation occurs, it returns to its original state with stirring.

Δ;lO〜30日以丙でゲル化した り、沈降物を攪拌しても元に 戻らない。Δ: gelatinized after 10~30 days Even if the sediment is stirred, it will not return to its original state. Dont return.

x ; 10日□以内でゲル化したり、沈降物を攪拌し
ても元に戻ら ない。
x: Gells within 10 days or does not return to its original state even if the sediment is stirred.

ない。。do not have. .

×;3折り曲げてクラックが生ず る。×; 3 No cracks occur after bending. Ru.

接着力(押し抜きによる最大荷重を鉄筋の表面積で除去
した値) ○;コ0kg7C1li以上 △i 1O−j20119/e” ×ll0kg/傷以下 防錆性   ○i DINダココ3及びS工s 1g1
titによる防錆試験で発錆のないもの。
Adhesive strength (value where the maximum load due to punching is removed by the surface area of the reinforcing bar) ○; ko0kg7C1li or more △i 1O-j20119/e" ×ll0kg/scratch or less Rust prevention ○i DIN dakoko 3 and S work s 1g1
No rust in the anti-corrosion test conducted by TIT.

×;防錆試験で発錆が見られるも の0 表より明らかなように本発明の範囲の防錆剤は何れの試
験でも充分な成績を示した。比較例のものは應コ、り以
外はすべてのテストに不合格であった。
×: No rust observed in the rust prevention test. As is clear from the table, the rust preventive agent within the scope of the present invention showed sufficient results in all tests. The comparative example failed all tests except for the heat and heat.

実施例3 スチレン含有率60重量%、固形分SO重M%のSBH
のラテックス(商品名クロスレン0MX−02、武田薬
品)に固形分30重量%のポリスチレンエマルジョン(
商品名クロスレンSA−、2デ、武田薬品)を外割りで
50重量%添加したものを使用し、原料の各配合比を第
2表の通りとした以外は実施例1と同様にして試験した
Example 3 SBH with styrene content of 60% by weight and solid content of SO% by weight
Latex (trade name Crossren 0MX-02, Takeda Pharmaceutical Co., Ltd.) with a polystyrene emulsion with a solid content of 30% by weight (
The test was conducted in the same manner as in Example 1, except that 50% by weight of the product (trade name Crossrene SA-, 2de, Takeda Pharmaceutical) was added, and the mixing ratio of each raw material was as shown in Table 2. .

結果を第2表に比較例との対比で示す。The results are shown in Table 2 in comparison with comparative examples.

第2表より明らかなように、本発明の組成物以外のもの
はポットライフが短かくなったり、クラックが生じたり
、接着力が低下し、防錆性が低下する等好ましくない結
果が得られたが、本発明の範囲にある組成物は何れも満
足すべき結果が得られた。
As is clear from Table 2, compositions other than those of the present invention yielded unfavorable results such as shortened pot life, cracks, decreased adhesive strength, and decreased rust prevention. However, satisfactory results were obtained with all the compositions within the scope of the present invention.

出願 人  住友金属鉱山株式会社 \ドP、; 、/Applicant: Sumitomo Metal Mining Co., Ltd. \DoP, ; , /

Claims (1)

【特許請求の範囲】[Claims] (1)  スチレン結合量乙S〜75重量%のハイスチ
レンSBHのラテックス(a)、スチレン結合量30〜
65重量%のS、BRのラテックスにポリスチレンエマ
ルジョンを加えて、スチレンillを4!r 〜75重
量%としたもの(b)、(a)又は(b)にアスファル
トエマルジョンを夫々固形分としてl対0.9〜3.ど
の重量比率で混合した高分子エマルジョン体)、セメン
トと100メツシユ以下のケイ石の粉末を/、!f対/
−1,5重量比率で混合した無機質粉末(B)、前記I
A)と(B)とを主成分としくA)の固形分lに対しく
B)を3〜乙の重量比率で(A)とΦ)とを混合したも
のに水を加えてなる水蒸気養生軽量気泡コンクリート補
強筋用防錆剤。
(1) Latex (a) of high styrene SBH with styrene bond amount O S ~ 75% by weight, styrene bond amount 30 ~
Add polystyrene emulsion to 65% by weight S, BR latex and add 4 styrene ills! r ~75% by weight (b), (a), or (b) with asphalt emulsion as solid content, respectively, 1 to 0.9 to 3. Polymer emulsion mixed in what weight ratio), cement and silica powder of less than 100 mesh /,! f vs./
- Inorganic powder (B) mixed at a weight ratio of 1.5, the above I
Steam curing in which water is added to a mixture of (A) and Φ), with A) and (B) as the main components, and B) in a weight ratio of 3 to B per solid content of A). Rust preventive agent for lightweight aerated concrete reinforcement.
JP20850881A 1981-12-23 1981-12-23 Rust inhibitor for steam-cured lightweight cellular concrete reinforcement Expired JPS593428B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20850881A JPS593428B2 (en) 1981-12-23 1981-12-23 Rust inhibitor for steam-cured lightweight cellular concrete reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20850881A JPS593428B2 (en) 1981-12-23 1981-12-23 Rust inhibitor for steam-cured lightweight cellular concrete reinforcement

Publications (2)

Publication Number Publication Date
JPS58110456A true JPS58110456A (en) 1983-07-01
JPS593428B2 JPS593428B2 (en) 1984-01-24

Family

ID=16557314

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20850881A Expired JPS593428B2 (en) 1981-12-23 1981-12-23 Rust inhibitor for steam-cured lightweight cellular concrete reinforcement

Country Status (1)

Country Link
JP (1) JPS593428B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009102700A (en) * 2007-10-24 2009-05-14 Sumitomo Kinzoku Kozan Siporex Kk Rust preventive for autoclaved lightweight concrete reinforcing bar

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60178909U (en) * 1984-05-10 1985-11-28 松下電工株式会社 spot light
CN101838468A (en) * 2010-05-19 2010-09-22 西安国琳再生技术研究有限公司 Nanometer silicon powder compound modified bitumen composition and method for preparing same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009102700A (en) * 2007-10-24 2009-05-14 Sumitomo Kinzoku Kozan Siporex Kk Rust preventive for autoclaved lightweight concrete reinforcing bar

Also Published As

Publication number Publication date
JPS593428B2 (en) 1984-01-24

Similar Documents

Publication Publication Date Title
JPS6050742B2 (en) Self-curing inorganic composition
JPS58110456A (en) Rust inhibitor for steam-cured lightweight foamed concrete reinforcing bar
US4778527A (en) Anti-corrosive composition for iron and steel surfaces and the use thereof for protecting the reinforcing steel bars of autoclaved light-weight concrete
JP2001240456A (en) Acid proof mortar, grout and concrete, and method for working therewith
JP4290473B2 (en) Sulfuric acid resistant cement composition and sulfuric acid resistant cement cured product
JP7465451B2 (en) Cement composition, mortar composition, and method for repairing concrete structure
CA1096078A (en) Sag resistant compositions
JPH0372596B2 (en)
JP3981993B2 (en) Rust prevention agent for lightweight cellular concrete reinforced steel bars
JP2000053477A (en) Corrosion preventing lining material
JPS61281083A (en) Super thick paint material
KR101618921B1 (en) Mortar for exterior insulation with excellent adhesive property and long-dated durability and exterior insulation system using the same
JP2019059662A (en) Acid resistance cement composition
JP2015218385A (en) Rust preventive material for lightweight foam concrete reinforcing steel bar
JPS6357474B2 (en)
JP4519480B2 (en) Acid resistant cement composition
JPS58161961A (en) Lightweight body composition
JPS63159245A (en) Mortar composition
US1419665A (en) Plastic composition
JPS6317039A (en) Fireproof board
JPS6246980A (en) Manufacture of lightweight board material for composite board
JPH0154294B2 (en)
JP2015124402A (en) Rust preventive material for lightweight aerated concrete reinforcing steel bars
JPH0867546A (en) Production of fiber-reinforced cement board material
JPS598659A (en) Lightweight body composition