JP2001270755A - Reinforcing fibrous sheet-protective mortar and method for applying the same - Google Patents

Reinforcing fibrous sheet-protective mortar and method for applying the same

Info

Publication number
JP2001270755A
JP2001270755A JP2000085967A JP2000085967A JP2001270755A JP 2001270755 A JP2001270755 A JP 2001270755A JP 2000085967 A JP2000085967 A JP 2000085967A JP 2000085967 A JP2000085967 A JP 2000085967A JP 2001270755 A JP2001270755 A JP 2001270755A
Authority
JP
Japan
Prior art keywords
mortar
polymer dispersion
fiber sheet
solid content
epoxy resin
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
JP2000085967A
Other languages
Japanese (ja)
Other versions
JP3727820B2 (en
Inventor
Takahiro Yamamoto
高広 山本
Shigehiro Ando
重裕 安藤
Keiichi Osaki
敬一 大崎
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 Osaka Cement Co Ltd
Original Assignee
Sumitomo Osaka Cement 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 Osaka Cement Co Ltd filed Critical Sumitomo Osaka Cement Co Ltd
Priority to JP2000085967A priority Critical patent/JP3727820B2/en
Publication of JP2001270755A publication Critical patent/JP2001270755A/en
Application granted granted Critical
Publication of JP3727820B2 publication Critical patent/JP3727820B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a protective mortar for reinforcing fibrous sheets to be used in antiseismic reinforcing work, directly applicable onto the adhesive surface of an epoxy resin adhesive, good in durability and high inadhesiveness, and capable of preventing such an epoxy resin-based adhesive from damage due to heat, impact, friction, etc., with a thickness of a minimum of 1 cm, a quarter or smaller compared to conventional ones, and to provide a method for applying the mortar. SOLUTION: This mortar for protecting reinforcing fibrous sheets through coating the sheets therewith comprises a mortar for lower layer formulated with a polymer dispersion or reemulsifiable powdery resin at 5-20 wt.% as solids and a mortar for upper layer formulated with the polymer dispersion or reemulsifiable powdery resin at <=2 wt.% as solids, each based on the total mortar solids freed from water.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、耐震補強工事に用
いる補強用繊維シートの保護モルタルと、その保護モル
タルの施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a protective mortar for a reinforcing fiber sheet used for seismic retrofitting and a method for applying the protective mortar.

【0002】[0002]

【従来の技術】一般に、コンクリートの構造物の耐震補
強手段の一種として、炭素繊維、アラミド繊維等の種々
の繊維シートによって補強する手段がある。
2. Description of the Related Art In general, as one type of seismic retrofitting means for a concrete structure, there is a means of reinforcing with a variety of fiber sheets such as carbon fiber and aramid fiber.

【0003】このような繊維シートによる補強は、従来
では、補強しようとするコンクリート表面に繊維シート
をエポキシ樹脂接着剤により複数回積層して張り付ける
ことにより行われている。
Conventionally, such reinforcement with a fiber sheet is performed by laminating and attaching a fiber sheet to a concrete surface to be reinforced by an epoxy resin adhesive a plurality of times.

【0004】[0004]

【発明が解決しようとする課題】しかし、このような補
強手段によれば、施工された最終仕上面がエポキシ樹脂
接着剤によって構成されることとなるため、熱に弱く、
火災等が発生した場合にはエポキシ樹脂接着剤が燃焼す
るおそれがある。
However, according to such a reinforcing means, since the final finished surface thus constructed is constituted by an epoxy resin adhesive, it is susceptible to heat,
If a fire or the like occurs, the epoxy resin adhesive may burn.

【0005】また、エポキシ樹脂接着剤の接着面は、衝
撃や摩擦等の物理的な損傷要因にも弱い。
[0005] The bonding surface of the epoxy resin adhesive is also weak against physical damage factors such as impact and friction.

【0006】そこで、これらの問題点を解決するため
に、最終仕上げ面を構成するエポキシ樹脂接着剤が硬化
する前に、そのエポキシ樹脂接着剤に乾燥珪砂を散布
し、その接着面に凹凸を形成して粗面化し、さらに鉄又
はステンレスのメッシュをアンカー等で取り付けた上
で、通常の左官モルタルを4cm以上塗り付ける工法も採
用されている。
Therefore, in order to solve these problems, before the epoxy resin adhesive constituting the final finished surface is cured, dry silica sand is sprayed on the epoxy resin adhesive to form irregularities on the adhesive surface. The surface is then roughened, and a steel or stainless steel mesh is attached with an anchor or the like, and then a normal plaster mortar is applied by 4 cm or more.

【0007】しかしながら、左官モルタルは火災等の熱
に対するエポキシ樹脂接着剤の保護には有効であるが、
本来エポキシ樹脂接着剤の表面にはモルタルは付着し難
く、モルタルの剥離や浮きが発生し易いという新たな問
題点が生じていた。
However, plaster mortar is effective in protecting epoxy resin adhesive against heat such as fire,
Originally, the mortar hardly adhered to the surface of the epoxy resin adhesive, and there was a new problem that the mortar was easily peeled or lifted.

【0008】さらに、左官モルタルを4cm以上塗り重ね
るために、施工の作業が煩雑になるという問題点もあっ
た。
Further, there is another problem that the work of the construction is complicated because the plaster mortar is applied more than 4 cm.

【0009】本発明は、このような問題点をすべて解決
するためになされたもので、エポキシ樹脂接着剤の接着
面に直接施工可能であり、耐久性が良好であるとともに
高い付着性を有し、且つ最小1cmという従来の1/4 以下
の厚さで熱や衝撃、摩擦等からエポキシ樹脂系接着剤の
損傷を防止できる補強用繊維シート保護モルタルを提供
することを課題とする。
The present invention has been made to solve all of the above problems, and can be directly applied to an adhesive surface of an epoxy resin adhesive, has good durability and has high adhesion. It is another object of the present invention to provide a reinforcing fiber sheet protective mortar having a minimum thickness of 1 cm or less, which is 1/4 or less of the conventional thickness, and which can prevent damage of an epoxy resin-based adhesive from heat, impact, friction and the like.

【0010】[0010]

【課題を解決するための手段】本発明者等は、鋭意研究
を重ねた結果、エポキシ樹脂系接着剤の上にポリマーデ
ィスパージョン又は再乳化形粉末樹脂の有機物の固形分
量を変えたモルタルを2層に分けて塗り重ね、合量で1
cm以上塗り重ねることで、モルタル全体として必要とさ
れるエポキシ樹脂接着剤との付着性と不燃性という相反
する2つの課題を同時に解決しうる保護モルタル層を形
成できることを見出し、本発明を完成するに至った。
Means for Solving the Problems As a result of intensive studies, the present inventors have found that a mortar obtained by changing the solid content of an organic substance of a polymer dispersion or a re-emulsifying type powder resin on an epoxy resin-based adhesive is used. Apply in layers and add 1
It has been found that a protective mortar layer capable of simultaneously solving two contradictory problems of adhesiveness with an epoxy resin adhesive and non-combustibility required for the entire mortar can be formed by coating more than 1 cm, and the present invention is completed. Reached.

【0011】すなわち、本発明はこのような課題を解決
するために、補強用繊維シート保護モルタルと、その保
護モルタルの施工方法としてなされたもので、補強用繊
維シート保護モルタルとしての特徴は、補強用繊維シー
トを保護する補強用繊維シート保護モルタルであって、
水を除いたモルタル固形分全量に対して、5〜20重量%
の固形分量のポリマーディスパージョン又は再乳化形粉
末樹脂が配合された下層用モルタルと、2重量%以下の
固形分量のポリマーディスパージョン又は再乳化形粉末
樹脂が配合された上層用モルタルとからなることにあ
る。
That is, in order to solve such problems, the present invention has been made as a reinforcing fiber sheet protective mortar and a method of applying the protective mortar. A reinforcing fiber sheet protection mortar for protecting the fiber sheet for
5 to 20% by weight based on the total amount of mortar solids excluding water
A lower layer mortar containing a solid content polymer dispersion or re-emulsifying powder resin, and an upper layer mortar containing 2% by weight or less of solid content polymer dispersion or re-emulsifying powder resin. It is in.

【0012】また、補強用繊維シート保護モルタルの施
工方法としての特徴は、補強用繊維シートを保護する補
強用繊維シート保護モルタルの施工方法であって、水を
除いたモルタル固形分全量に対して、5〜20重量%の固
形分量のポリマーディスパージョン又は再乳化形粉末樹
脂が配合された下層用モルタルを補強用繊維シートに塗
着し又は吹き付け、次に該下層用モルタルが硬化した
後、水を除いたモルタル固形分全量に対して、2重量%
以下の固形分量のポリマーディスパージョン又は再乳化
形粉末樹脂が配合された上層用モルタルを塗着し又は吹
き付けて施工することにある。
Another feature of the method for applying the reinforcing fiber sheet protective mortar is the method for applying the reinforcing fiber sheet protecting mortar for protecting the reinforcing fiber sheet, which is based on the total amount of mortar solids excluding water. A lower layer mortar containing a polymer dispersion or a re-emulsifiable powder resin having a solid content of 5 to 20% by weight is applied or sprayed on a reinforcing fiber sheet, and then, after the lower layer mortar is hardened, water 2% by weight based on the total amount of mortar solids excluding
An object of the present invention is to apply or spray a mortar for an upper layer in which a polymer dispersion or a re-emulsifying type powder resin having the following solid content is blended.

【0013】下層用モルタル中のポリマーディスパージ
ョン又は再乳化形粉末樹脂の配合量を5〜20重量%とし
たのは、下層用モルタルの付着性は、通常の気象条件で
は良好であるが、万一の火災等により高温にさらされた
場合には付着力が低下し、剥離が生ずる危険性があるた
め、モルタル固形分全量に対するポリマーディスパージ
ョン又は再乳化形粉末樹脂の配合量を5〜20重量%とす
れば、このような万一の場合の剥離等に対処しうるから
である。
The reason why the amount of the polymer dispersion or the re-emulsifying type powder resin in the lower layer mortar is set to 5 to 20% by weight is that the adhesion of the lower layer mortar is good under ordinary weather conditions, When exposed to a high temperature due to a fire or the like, the adhesive strength is reduced, and there is a risk of peeling. Therefore, the blending amount of the polymer dispersion or the re-emulsifying type powder resin with respect to the total amount of the mortar solid content is 5 to 20% by weight. %, It is possible to cope with such peeling in the event of an emergency.

【0014】すなわち、ポリマーディスパージョン又は
再乳化形粉末樹脂の配合量が5重量%以下では、高温に
さらされた場合、付着力が低下し、剥離の危険性があ
り、20重量%以上では、付着力(部材強度)が低下する
するとともに、ポリマーディスパージョン又は再乳化形
粉末樹脂が高価なので不経済となるからである。
That is, when the blending amount of the polymer dispersion or the re-emulsifying type powder resin is 5% by weight or less, the adhesive force is reduced when exposed to a high temperature, and there is a risk of peeling. This is because the adhesive force (member strength) is reduced and the polymer dispersion or the re-emulsifiable powder resin is expensive, which is uneconomical.

【0015】ここで、下層用モルタルは、上述のように
5〜20重量%の固形分量のポリマーディスパージョン又
は再乳化形粉末樹脂が配合されていることを前提に、施
工厚さが2mm以下であることが、エポキシ樹脂接着剤と
の付着性を保持する上で好ましく、また上層用モルタル
は、施工厚さが8mm以上であることが、不燃性を保持す
る上で好ましい。
The mortar for the lower layer has a working thickness of 2 mm or less on the assumption that the polymer dispersion or the re-emulsifying type powder resin having a solid content of 5 to 20% by weight is blended as described above. It is preferable to maintain the adhesion to the epoxy resin adhesive, and it is preferable that the mortar for the upper layer has a construction thickness of 8 mm or more from the viewpoint of maintaining the nonflammability.

【0016】上層用モルタル中のポリマーディスパージ
ョン又は再乳化形粉末樹脂の配合量を2重量%以下とし
たのは、施工される上層用モルタルの厚さが8mm程度で
あると、ポリマーディスパージョン又は再乳化形粉末樹
脂を2重量%以上配合すると、不燃性の確保が必ずしも
図れないからである。
The reason why the amount of the polymer dispersion or the re-emulsifying powder resin in the mortar for the upper layer is set to 2% by weight or less is that when the thickness of the mortar for the upper layer to be applied is about 8 mm, If the re-emulsifiable powder resin is blended in an amount of 2% by weight or more, it is not always possible to ensure nonflammability.

【0017】本発明において、セメントとしては、ポル
トランドセメント、超速硬性セメント、又はこれらのセ
メントに高炉スラグ、フライアッシュ、シリカヒュー
ム、石灰石粉、石膏等の混合材を混合した混合セメント
が用いられる。
In the present invention, as the cement, portland cement, ultra-rapid hardening cement, or a mixed cement obtained by mixing these cements with a mixed material such as blast furnace slag, fly ash, silica fume, limestone powder, and gypsum are used.

【0018】またポリマーディスパージョン又は再乳化
形粉末樹脂としては、JIS A 6203に示されるポリアクリ
ル酸エステル、スチレンブタジエン、エチレン酢酸ビニ
ル等、セメント混和用として使用されているポリマーデ
ィスパージョン又は再乳化形粉末樹脂が用いられる。
The polymer dispersion or re-emulsifiable powder resin is, for example, a polymer dispersion or re-emulsifiable type resin used for cement admixture, such as polyacrylate, styrene butadiene, ethylene vinyl acetate, etc. shown in JIS A 6203. Powder resin is used.

【0019】さらに、骨材としては、珪砂、石灰石砂、
軽量骨材等、モルタルに配合できるものを一種以上使用
することができる。
Further, as the aggregate, silica sand, limestone sand,
One or more materials that can be blended with the mortar, such as lightweight aggregate, can be used.

【0020】また、モルタルのひび割れ発生抑制を目的
として、短繊維を配合することも可能である。
Further, short fibers can be blended for the purpose of suppressing the occurrence of cracks in the mortar.

【0021】短繊維としては、耐アルカリ性ガラス、炭
素、アラミド、ビニロン、ポリプロピレン、ポリエチレ
ン、アクリル等からなる短繊維を使用することができ、
その長さ、直径は特に限定されるものではないが、繊維
の長さが短くなると、ひび割れ抑止効果が低下し、逆に
長くなると水との混練性及び施工性が悪化するため、繊
維長が3〜20mmであることが好ましい。
As the short fiber, a short fiber made of alkali-resistant glass, carbon, aramid, vinylon, polypropylene, polyethylene, acrylic or the like can be used.
The length and diameter are not particularly limited, but when the length of the fiber is shortened, the effect of suppressing cracking is reduced, and when the length is increased, the kneading property with water and workability are deteriorated. Preferably it is 3 to 20 mm.

【0022】また、セメントコンクリート用として使用
できる高性能減水剤、増粘剤、消泡剤等流動性や作業性
の機能付与に必要な混和剤を添加混合することもでき
る。
It is also possible to add and mix admixtures such as high-performance water reducing agents, thickeners, and antifoaming agents that can be used for cement concrete, which are necessary for imparting fluidity and workability functions.

【0023】以上のような材料は、施工に必要な水と混
練して繊維シート補強後の硬化したエポキシ樹脂接着剤
上に直接吹き付け又はコテ、ローラー等により塗り付け
て施工されるが、モルタル固形分全量に対するポリマー
ディスパージョン又は再乳化形粉末樹脂の固形全量を限
定する必要がある。
The above materials are kneaded with water necessary for construction and sprayed directly on the cured epoxy resin adhesive after reinforcing the fiber sheet or applied with a trowel, a roller or the like. It is necessary to limit the total solid amount of the polymer dispersion or the re-emulsified powder resin to the total amount.

【0024】すなわち、エポキシ樹脂接着剤の接着面に
十分な接着性を発揮するためには、ポリマーディスパー
ジョン又は再乳化形粉末樹脂を多く配合する必要があ
り、逆に火災等の熱からエポキシ樹脂系接着剤の燃焼を
防止するためには少なくしなければならない。
That is, in order to exhibit sufficient adhesiveness to the adhesive surface of the epoxy resin adhesive, it is necessary to incorporate a large amount of polymer dispersion or re-emulsifying type powder resin. It must be reduced to prevent the burning of the system adhesive.

【0025】そこで、本発明においては、上述のよう
に、モルタル固形分量全量に対するポリマーディスパー
ジョン又は再乳化形粉末樹脂の必要な固形分量が、エポ
キシ樹脂系接着剤の接着面に直接塗着し又は吹き付ける
下層用モルタルでは5〜20重量%であり、下層用モルタ
ルに塗着し又は吹き付ける上層用モルタルでは2重量%
以下であることを見出したのである。
Therefore, in the present invention, as described above, the required solid content of the polymer dispersion or the re-emulsifiable powder resin relative to the total amount of the mortar solid content is directly applied to the adhesive surface of the epoxy resin adhesive or It is 5 to 20% by weight in the mortar for the lower layer sprayed, and 2% by weight in the mortar for the upper layer sprayed or sprayed on the mortar for the lower layer.
We found that:

【0026】[0026]

【実施例】以下、本発明の実施例について説明する。Embodiments of the present invention will be described below.

【0027】(試験例1)エポキシ樹脂プライマー、エ
ポキシ樹脂接着剤、炭素繊維シート、エポキシ樹脂接着
剤、炭素繊維シート、エポキシ樹脂接着剤の順で表面に
積層して接着させたコンクリート板に、表1に示す割合
で配合した実施例1及び実施例2の下層用モルタル及び
上層用モルタルの2種類を塗り重ねて、保護モルタルの
材齢28日において接着強度を測定した。
(Test Example 1) A concrete board laminated and adhered to the surface in the order of an epoxy resin primer, an epoxy resin adhesive, a carbon fiber sheet, an epoxy resin adhesive, a carbon fiber sheet, and an epoxy resin adhesive, Two types of the mortar for the lower layer and the mortar for the upper layer, which were blended at the ratio shown in No. 1, were repeatedly applied, and the adhesive strength of the protective mortar was measured at the age of 28 days.

【0028】下層用モルタルは、普通ポルトランドセメ
ント100 重量部、乾燥珪砂100 重量部、ナフタレンスル
ホン酸塩系高性能減水剤0.2 重量部を混合した粉体と、
ポリアクリル酸エステル系ポリマーディスパージョン
(固形分45%)と水とを表1に示す割合で配合し、ハン
ドミキサーで2分間混練し、上記コンクリート板にコテ
で塗り付けた。
The lower layer mortar is a powder obtained by mixing 100 parts by weight of ordinary Portland cement, 100 parts by weight of dry silica sand, and 0.2 part by weight of a naphthalene sulfonate-based high-performance water reducing agent.
A polyacrylate polymer dispersion (solid content: 45%) and water were mixed at the ratio shown in Table 1, kneaded with a hand mixer for 2 minutes, and applied to the concrete plate with a trowel.

【0029】さらに、この下層用モルタルが硬化した
後、上層用モルタルとして、早強ポルトランドセメント
100 重量部に対して、乾燥珪砂100 重量部、繊維長6mm
のビニロン繊維1.0 重量部、ナフタレンスルホン酸塩系
高性能減水剤0.4 重量部、メチルセルロース系増粘剤0.
02重量部を混合した粉体とポリアクリル酸エステル系ポ
リマーディスパージョン(固形分45%)と水とを表1に
示す割合で配合し、ハンドミキサーで2分間混練し、硬
化した下層用保護モルタル上へコテで塗り付けた。
Further, after the lower layer mortar has hardened, an early-strength Portland cement is used as the upper layer mortar.
For 100 parts by weight, 100 parts by weight of dry silica sand, fiber length 6 mm
1.0 parts by weight of vinylon fiber, 0.4 parts by weight of a naphthalene sulfonate-based high-performance water reducing agent, and a methylcellulose-based thickener 0.
02 parts by weight of powder, polyacrylate polymer dispersion (solid content: 45%), and water were blended in the proportions shown in Table 1, kneaded with a hand mixer for 2 minutes, and cured to form a protective mortar for lower layer. I smeared it up with a trowel.

【0030】比較例1乃至比較例4として、表1に示す
配合のものについて同様の試験を行った。
As Comparative Examples 1 to 4, the same test was carried out for the compounds shown in Table 1.

【0031】結果を表1に示す。The results are shown in Table 1.

【0032】[0032]

【表1】 [Table 1]

【0033】表1からも明らかなように、実施例1及び
実施例2、並びに比較例2及び比較例4では接着強度が
良好であったが、ポリマーディスパージョンが配合され
ていない比較例1、及びポリマーディスパージョンが多
く配合されている比較例3では接着強度が非常に弱かっ
た。
As is clear from Table 1, the adhesive strength was good in Examples 1 and 2, and Comparative Examples 2 and 4, but Comparative Examples 1 and 2 in which the polymer dispersion was not compounded. In Comparative Example 3 in which a large amount of polymer dispersion was blended, the adhesive strength was very low.

【0034】(試験例2)エポキシ樹脂プライマー、エ
ポキシ樹脂接着剤、炭素繊維シート、エポキシ樹脂接着
剤、炭素繊維シート、エポキシ樹脂接着剤の順で表面に
積層して接着させた石綿セメントパーライト板に、表1
に示す割合で配合した実施例1及び実施例2の下層用モ
ルタル及び上層用モルタルの2種類を塗り重ねて、保護
モルタルの材齢28日において昭和45年建設省告示第1828
号に規定される不燃材料の表面試験方法に準じて不燃性
試験を行った。
(Test Example 2) Epoxy resin primer, epoxy resin adhesive, carbon fiber sheet, epoxy resin adhesive, carbon fiber sheet, epoxy resin adhesive , Table 1
The two types of mortar for the lower layer and the mortar for the upper layer, which were blended in the proportions shown in the following, were applied repeatedly, and when the protective mortar was 28 days old, the Ministry of Construction Notification No. 1828 in 1970
A nonflammability test was performed according to the surface test method for nonflammable materials specified in the above item.

【0035】比較例1乃至比較例4として、表1に示す
配合のものについて同様の試験を行った。
As Comparative Examples 1 to 4, similar tests were performed on the compounds shown in Table 1.

【0036】結果を表1に示す。The results are shown in Table 1.

【0037】表1からも明らかなように、実施例1及び
実施例2、並びに比較例1,3,4では不燃焼評価は良
好であったが、ポリマーディスパージョンが15重量部配
合されている比較例2では不燃焼評価は悪かった。
As is clear from Table 1, in Examples 1 and 2, and Comparative Examples 1, 3, and 4, the non-combustion evaluation was good, but 15 parts by weight of the polymer dispersion was blended. In Comparative Example 2, the non-combustion evaluation was poor.

【0038】また、下層用モルタル中のポリマーディス
パージョンの配合量の少ない比較例1,2,4では、付
着性が低いことが確認された。
In Comparative Examples 1, 2, and 4 in which the amount of the polymer dispersion in the lower layer mortar was small, it was confirmed that the adhesion was low.

【0039】尚、上記実施例では、上層用モルタル及び
下層用モルタルが、塗着によって形成されているが、塗
着に限らず、吹き付けによって形成されていてもよい。
In the above embodiment, the mortar for the upper layer and the mortar for the lower layer are formed by coating, but may be formed by spraying instead of coating.

【0040】[0040]

【発明の効果】叙上のように、本発明の繊維シート保護
モルタルを使用すると、繊維シート補強の最終エポキシ
樹脂面への施工性、接着性に優れ、且つ不燃性や耐衝撃
性等の保護機能付与に優れた繊維シート補強のエポキシ
樹脂の保護ができる。
As described above, when the fiber sheet protective mortar of the present invention is used, the workability and adhesion to the final epoxy resin surface reinforced with the fiber sheet are excellent, and the non-flammability and impact resistance are protected. It is possible to protect fiber sheet reinforced epoxy resin which has excellent function.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 16:06 C04B 16:06 E 16:04) 16:04) 111:00 111:00 (72)発明者 大崎 敬一 大阪市大正区南恩加島7丁目1番55号 住 友大阪セメント株式会社セメント・コンク リート研究所内 Fターム(参考) 4G012 PA20 PA23 PA24 PE04 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme court ゛ (Reference) C04B 16:06 C04B 16:06 E 16:04) 16:04) 111: 00 111: 00 (72) Invention Person Keiichi Osaki 7-55 Minamionkajima, Taisho-ku, Osaka Sumitomo Osaka Cement Co., Ltd. C-Concrete Research Laboratory F-term (reference) 4G012 PA20 PA23 PA24 PA24 PE04

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 補強用繊維シートを保護する補強用繊維
シート保護モルタルであって、水を除いたモルタル固形
分全量に対して、5〜20重量%の固形分量のポリマーデ
ィスパージョン又は再乳化形粉末樹脂が配合された下層
用モルタルと、2重量%以下の固形分量のポリマーディ
スパージョン又は再乳化形粉末樹脂が配合された上層用
モルタルとからなることを特徴とする補強用繊維シート
保護モルタル。
1. A reinforcing fiber sheet protecting mortar for protecting a reinforcing fiber sheet, comprising a polymer dispersion or a re-emulsified type having a solid content of 5 to 20% by weight based on the total mortar solid content excluding water. A mortar for a lower layer containing a powdered resin, and a mortar for an upper layer containing a polymer dispersion or a re-emulsifying type powder resin having a solid content of 2% by weight or less, a protective mortar for a reinforcing fiber sheet, characterized in that
【請求項2】 補強用繊維シートを保護する補強用繊維
シート保護モルタルの施工方法であって、水を除いたモ
ルタル固形分全量に対して、5〜20重量%の固形分量の
ポリマーディスパージョン又は再乳化形粉末樹脂が配合
された下層用モルタルを補強用繊維シートに塗着し又は
吹き付け、次に該下層用モルタルが硬化した後、水を除
いたモルタル固形分全量に対して2重量%以下の固形分
量のポリマーディスパージョン又は再乳化形粉末樹脂が
配合された上層用モルタルを塗着し又は吹き付けて施工
することを特徴とする補強用繊維シート保護モルタルの
施工方法。
2. A method for applying a reinforcing fiber sheet protective mortar for protecting a reinforcing fiber sheet, comprising a polymer dispersion having a solid content of 5 to 20% by weight based on the total mortar solid content excluding water. The lower layer mortar containing the re-emulsified powder resin is applied or sprayed on a reinforcing fiber sheet, and then the lower layer mortar is cured, and then 2% by weight or less based on the total amount of the mortar solids excluding water. A method for constructing a reinforcing fiber sheet protective mortar, which comprises applying or spraying an upper layer mortar containing a polymer dispersion or a re-emulsifying type powder resin having a solid content of 1.
JP2000085967A 2000-03-27 2000-03-27 Reinforcing fiber sheet protective mortar and construction method of the protective mortar Expired - Fee Related JP3727820B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000085967A JP3727820B2 (en) 2000-03-27 2000-03-27 Reinforcing fiber sheet protective mortar and construction method of the protective mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000085967A JP3727820B2 (en) 2000-03-27 2000-03-27 Reinforcing fiber sheet protective mortar and construction method of the protective mortar

Publications (2)

Publication Number Publication Date
JP2001270755A true JP2001270755A (en) 2001-10-02
JP3727820B2 JP3727820B2 (en) 2005-12-21

Family

ID=18602208

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000085967A Expired - Fee Related JP3727820B2 (en) 2000-03-27 2000-03-27 Reinforcing fiber sheet protective mortar and construction method of the protective mortar

Country Status (1)

Country Link
JP (1) JP3727820B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037003A (en) * 2004-07-29 2006-02-09 Taiheiyo Cement Corp Method for bonding members for polymer cement mortar-cured material each other and polymer cement mortar-cured material
KR101880068B1 (en) * 2017-06-05 2018-07-19 소치재 Mortar ready to stick and Method for construction using the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006037003A (en) * 2004-07-29 2006-02-09 Taiheiyo Cement Corp Method for bonding members for polymer cement mortar-cured material each other and polymer cement mortar-cured material
JP4745629B2 (en) * 2004-07-29 2011-08-10 太平洋セメント株式会社 Method of bonding members for cured polymer cement mortar and cured polymer cement mortar
KR101880068B1 (en) * 2017-06-05 2018-07-19 소치재 Mortar ready to stick and Method for construction using the same

Also Published As

Publication number Publication date
JP3727820B2 (en) 2005-12-21

Similar Documents

Publication Publication Date Title
KR100770389B1 (en) Composite of fire-resisting mortar with ultra high ductility, and a combined methods of fire-proof coating and repair using its material
JP5883640B2 (en) Heavy polymer cement mortar
JP4643318B2 (en) Polymer cement concrete surface coating material and its construction method
KR101527702B1 (en) Coating material for protecting surface of concrete structure and steel, and construction method of protecting surface of concrete structure and steel using the same
EP3842400A1 (en) Dry mortar, in particular cementitious tile adhesive
JP2007277017A (en) Adhesive for tile
JP2014218401A (en) Concrete floor repair method
JP2001322858A (en) Concrete section repair material
Shah et al. Chemical admixtures: a major role in modern concrete materials and technologies
JP6036262B2 (en) Underground polymer cement composition for waterproofing of road floor board and repair / reinforcement method of road floor board using the composition
JP2004189569A (en) Compound for elastic cement mortar
JP5114910B2 (en) Repair method of ALC structure
JP2001270755A (en) Reinforcing fibrous sheet-protective mortar and method for applying the same
JP2000290055A (en) Cement mortal composition for surface preparation and its executing method
KR102152373B1 (en) Adhesive Composite for Insulation, and Light-weight Insulating Panel using such Composite
JP4070298B2 (en) Reinforcing fiber sheet protective mortar and construction method of the protective mortar
JP2003055018A (en) Polymer cement composition
EP3805182B1 (en) Process for the waterproofing of porous construction materials
KR101580677B1 (en) Reinforcing material for concrete structure
JP2014122128A (en) Elastic coating composition for coating concrete
JP2013245156A (en) Base structure for detached house and method for constructing the same
JP5801554B2 (en) Cement mortar coating material
JP6813958B2 (en) How to install high-strength mortar for repair on high-strength concrete skeleton
JP5868739B2 (en) Ground treatment method after concrete desalination
JPH0524897A (en) Fiber-reinforced mortar

Legal Events

Date Code Title Description
RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20040705

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20041220

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050204

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050405

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050916

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050929

R150 Certificate of patent or registration of utility model

Ref document number: 3727820

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081007

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091007

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101007

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111007

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111007

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121007

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121007

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131007

Year of fee payment: 8

LAPS Cancellation because of no payment of annual fees