JPS62138346A - Manufacture of fiber reinforced lath mortar - Google Patents
Manufacture of fiber reinforced lath mortarInfo
- Publication number
- JPS62138346A JPS62138346A JP27909885A JP27909885A JPS62138346A JP S62138346 A JPS62138346 A JP S62138346A JP 27909885 A JP27909885 A JP 27909885A JP 27909885 A JP27909885 A JP 27909885A JP S62138346 A JPS62138346 A JP S62138346A
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- ultra
- fibers
- lath
- 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.)
- Pending
Links
Landscapes
- Panels For Use In Building Construction (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】
[産業上の利用分野]
本発明は、mx*で補強した。硬化過程においてひび割
れの生じないラスモルタルの製造方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention is reinforced with mx*. This invention relates to a method for producing lath mortar that does not cause cracks during the hardening process.
[従来の技術]
現在、木造建築の耐火性を向上するために、ラスモルタ
ルが施工されている。このラスモルタルは下地の上にア
スファルト紙を敷き詰め、このアスファルト紙の上にモ
ルタル塗りの付着を良くする目的でメタルラス、ワイヤ
ラス、リブラス等の金属網を添着し、その上にモルタル
をコテ塗りしている。[Prior Art] Currently, lath mortar is being applied to improve the fire resistance of wooden buildings. This lath mortar is made by spreading asphalt paper on top of the base, attaching a metal mesh such as metal lath, wire lath, or riblas to the asphalt paper to improve the adhesion of the mortar coating, and then applying mortar on top of it with a trowel. There is.
[発明が解決しようとする問題点]
しかし、このラスモルタルは、硬化過程においてモルタ
ルの引張強度以上にその引張応力が作用し、モルタルが
分断されてひび割れを生じるのが通例である。[Problems to be Solved by the Invention] However, in the curing process of this lath mortar, the tensile stress acting on it exceeds the tensile strength of the mortar, and the mortar is usually divided and cracks occur.
このモルタルの硬化過程におけるひび割れは。Cracks occur during the hardening process of this mortar.
言うまでもなくモルタル中のセメントペーストの亀裂に
基づくものである。この亀裂はセメントペーストに十分
な強度が発生する以前に、セメントペーストが乾燥収縮
し、セメントペーストの抗張力が収縮力に抗し切れぬた
めと考えられる。セメントペーストの亀裂によりひび割
れたモルタルは、一体となって構造物を構成せず、亀裂
箇所から雨水や湿気が浸入し、これによりメタルラス等
の金属網や下地板が腐食し、浸食が進むとモルタルが剥
落する等の被害を生ずる問題点があった。Needless to say, this is due to cracks in the cement paste in the mortar. This cracking is thought to be due to the cement paste drying and shrinking before it develops sufficient strength, and the tensile strength of the cement paste being unable to withstand the shrinkage force. Mortar cracked due to cracks in the cement paste does not form an integral structure, and rainwater and moisture infiltrate through the cracks, corroding the metal mesh such as metal lath and the base plate, and as the erosion progresses, the mortar There was a problem that it caused damage such as peeling off.
本発明の目的は、モルタルの硬化過程におけるひび割れ
発生の主因であるセメントペーストの硬化時の亀裂発生
を防止することにより、硬化過程においてモルタルにひ
び割れが発生せず、メタルラス等の金属網や下地に腐食
の起らない繊維補強ラスモルタルの製造方法を提供する
ことにある。The purpose of the present invention is to prevent the occurrence of cracks during the hardening of cement paste, which is the main cause of cracks during the hardening process of mortar, so that cracks do not occur in the mortar during the hardening process, and metal mesh such as metal lath and the base An object of the present invention is to provide a method for producing fiber-reinforced lath mortar that does not cause corrosion.
[問題点を解決するための手段]
本発明は、太さが1〜30ルlの非金属製の耐アルカリ
性繊維を粉末状に細かく切断して極細超短lpA維を調
製し、この極細超短繊維をポルトランドセメントに混合
し、この混合物に骨材及び水を加えて混練し、この混練
物を下地の上にアスファルト紙を介して添着したメタル
ラス等の金属網の上にコテ塗りした後、硬化させる繊維
補強ラスモルタルの製造方法である。[Means for Solving the Problems] The present invention involves preparing ultra-fine ultra-short lpA fibers by finely cutting non-metallic alkali-resistant fibers with a thickness of 1 to 30 l into powder form, and Short fibers are mixed with Portland cement, aggregate and water are added to this mixture and kneaded, and the kneaded mixture is troweled onto a metal mesh such as metal lath attached to the base via asphalt paper. This is a method for producing fiber-reinforced lath mortar that is cured.
ここで、上記極細超短繊維の混合量はセメント100重
量部に対して0.5〜10重量部であることが好ましい
。Here, it is preferable that the mixing amount of the ultrafine ultrashort fibers is 0.5 to 10 parts by weight based on 100 parts by weight of cement.
[作 用]
補強繊維を極細でかつ超短繊維にすることにより、補強
繊維をセメントに短時間に容易に均一に分散して混合す
ることができ、また混練物であるモルタルのメタルラス
等の金属網への馴染みカ良好となる。[Function] By making the reinforcing fibers into ultra-fine and ultra-short fibers, the reinforcing fibers can be easily and uniformly dispersed and mixed into cement in a short time, and can also be mixed into cement, such as metal lath of mortar, which is a kneaded product. It becomes more familiar to the net.
本発明のモルタルは、引張強度が増大し、硬化過程にお
いてひび割れを発生しない。これは一様に分散した繊維
同士がセメントペーストにより結合して架橋構造を形成
し、セメントペーストの抗張力を一様に高めるためと考
えられる。The mortar of the present invention has increased tensile strength and does not crack during the curing process. This is thought to be because the uniformly dispersed fibers are bonded to each other by the cement paste to form a crosslinked structure, which uniformly increases the tensile strength of the cement paste.
本発明に用いられる補強繊維は、非金属製の耐アルカリ
性極細超短ja維である。このHA維の例としては、一
般的なポリアミド系、ポリビニルアルコール系、ポリオ
レフィン系繊維等の他に、これらに耐熱性及び高張力を
付与した合成繊維や、炭素繊維、けい酸塩繊維の無機t
a#Iが挙げられる。The reinforcing fibers used in the present invention are non-metallic, alkali-resistant, ultra-fine, ultra-short JA fibers. Examples of HA fibers include general polyamide, polyvinyl alcohol, and polyolefin fibers, as well as synthetic fibers with heat resistance and high tensile strength, carbon fibers, and inorganic fibers such as silicate fibers.
a#I is mentioned.
ただしこの無機繊維の中には錆の原因となる金属繊維を
含まない0本発明の補強繊維の形態は、直径が1〜30
gmのtamを1mm程度の長さの粉末状に細かく切断
した超短llU維である。また補強繊維のセメントに対
する混合量はセメント100重量部に対して0.5〜1
0重量部の範囲で選択される。However, this inorganic fiber does not contain metal fibers that cause rust.The reinforcing fiber of the present invention has a diameter of 1 to 30 mm.
It is an ultra-short llU fiber obtained by finely cutting gm tam into powdered pieces with a length of about 1 mm. The amount of reinforcing fiber mixed with cement is 0.5 to 1 per 100 parts by weight of cement.
It is selected within the range of 0 parts by weight.
セメントに補強ta雄を混合し、この混合物に骨材及び
水を加えて混練してモルタルを調製する。A mortar is prepared by mixing cement with reinforcing powder, and adding aggregate and water to the mixture and kneading it.
骨材及び水のセメントに対する混合量は従来の製造法と
同様である。骨材は細骨材の砂が用いられる。ここで補
強繊維は極細超短繊維であるため、短時間の攪拌で均一
にセメントに分散し、従来の反い補強繊維のようにファ
イバポールを形成することはない。The mixing amounts of aggregate and water to cement are the same as in conventional manufacturing methods. Fine aggregate sand is used as the aggregate. Here, since the reinforcing fibers are ultra-fine, ultra-short fibers, they are uniformly dispersed in the cement by short-time stirring, and do not form fiber poles like conventional warped reinforcing fibers.
上記重量比の配合で混練されたモルタルを、下地の上に
アスファルト紙を敷き詰め、このアスファルト紙の上に
添着したメタルラス、ワイヤラス、リブラス等の金属網
にコテ塗りする。コテ塗りするモルタルは補強繊維も流
動し易い形態であるため、容易にメタルラス等の金属網
の上に塗られるや
このモルタルは特別に養生することなく硬化させても、
補強繊維がセメントペーストによす互いに結合して引張
強度を高め、ひび割れを防止する。The mortar kneaded in the above weight ratio is spread over asphalt paper on a base, and troweled onto a metal mesh such as metal lath, wire lath, riblas, etc. attached to the asphalt paper. Since the reinforcing fibers of mortar applied with a trowel are in a form that is easy to flow, it can be easily applied onto metal mesh such as metal lath, and even if this mortar is hardened without special curing,
Reinforcing fibers bond to each other in the cement paste to increase tensile strength and prevent cracking.
[発明の効果]
以上述べたように1本発明によれば、補強繊維を極めて
細くかつ短くすることにより、補強繊維がセメントに対
して極めて均一に分散したモルタルとなり、メタルラス
等の金属網へのコテ塗りが容易となる。[Effects of the Invention] As described above, according to the present invention, by making the reinforcing fibers extremely thin and short, mortar is created in which the reinforcing fibers are extremely uniformly dispersed in the cement, which makes it difficult to spread the reinforcing fibers into the metal mesh such as metal lath. Easy to apply with a trowel.
また本発明のモルタルは補強w&維がモルタル中に一様
に分散して、セメントペーストを結合材として互いに結
合するため1モルタルに凝結収縮や乾燥収縮が生じても
補強繊維により吸収され、特別な養生を施さなくてもラ
スモルタルの従来の致命的欠陥である硬化過程のひび割
れを完全に防止することができる。また補強繊維は耐ア
ルカリ性であるためモルタル中で簡単に変質せず、かつ
金属製繊維でないため錆による腐食が起きず、モルタル
表面の肌合いはきめ細かい。In addition, in the mortar of the present invention, the reinforcing w & fibers are uniformly dispersed in the mortar and are bonded to each other using cement paste as a binding material, so even if one mortar suffers coagulation shrinkage or drying shrinkage, it is absorbed by the reinforcing fibers, and the special Even without curing, it is possible to completely prevent cracking during the curing process, which is a fatal defect of conventional lath mortar. Furthermore, since the reinforcing fibers are alkali-resistant, they do not deteriorate easily in the mortar, and since they are not metal fibers, they do not corrode due to rust, and the texture of the mortar surface is fine.
これらのことから、本発明に製造されたラスモルタルに
は、亀裂に起因するメタルラス等の金属網や下地板に腐
食の起らず、モルタル表面の美観を損なうことがない等
の優れた効果がある。From these facts, the lath mortar manufactured according to the present invention has excellent effects such as no corrosion of the metal mesh such as metal lath or base plate caused by cracks, and no loss of beauty of the mortar surface. be.
[実施例]
普通ポルトランドセメント100重量部に、長さが1m
mで太さが18 g rrr (1,8デニール)のビ
ニロン繊維 1.5重量部を均一に混合し、この混合物
に最大粒子径1hmの川砂200重量部を加え、水セメ
ント比(W/C)81%で十分に混練してモルタルを調
製した。[Example] 100 parts by weight of ordinary Portland cement, 1 m in length
1.5 parts by weight of vinylon fiber with a thickness of 18 g rrr (1.8 denier) were mixed uniformly, 200 parts by weight of river sand with a maximum particle size of 1 hm was added to this mixture, and the water-cement ratio (W/C ) 81% and thoroughly kneaded to prepare mortar.
屋外に設けられたブロック造の壁面に厚さ 9mmで、
92cmX 180cmのラワンベニヤ板を下地板とし
て張りつけ、アスファルト紙を張りその上にメタルラス
を添着した。9mm thick on a block wall installed outdoors.
A 92 cm x 180 cm lauan plywood board was pasted as a base board, asphalt paper was pasted, and metal lath was attached on top of it.
このメタルラスの上に上記モルタルをコテ塗りし、厚さ
10m+wのモルタル層を形成した。The mortar was troweled onto this metal lath to form a mortar layer with a thickness of 10 m+w.
[比較例]
実施例のビニロン繊維を用いることなく、普通ポルトラ
ンドセメント100重量部に、最大粒子径10mmの川
砂200重量部を加え、水セメント比(W/C)50%
で十分に混練してモルタルを調製した。[Comparative example] Without using the vinylon fiber of the example, 200 parts by weight of river sand with a maximum particle size of 10 mm was added to 100 parts by weight of ordinary Portland cement, and the water-cement ratio (W/C) was 50%.
A mortar was prepared by thoroughly kneading the mixture.
実施例と同様に構成された下地板とアスファルト紙とメ
タルラスの上に上記モルタルをコテ塗りし、厚さ10m
mのモルタル層を形成した。The above mortar was applied with a trowel onto the base plate, asphalt paper, and metal lath constructed in the same manner as in the example, to a thickness of 10 m.
A mortar layer of m was formed.
[試験結果]
比較例のモルタルには数日のうちに、モルタル層の表面
に数本の長い亀裂が発生したのに対し、実施例のモルタ
ルには材令28日経過しても亀裂は一切、生じなかった
。[Test results] Several long cracks appeared on the surface of the mortar layer in the mortar of the comparative example within a few days, whereas the mortar of the example did not show any cracks even after 28 days. , did not occur.
Claims (1)
を粉末状に細かく切断して極細超短繊維を調製し、この
極細超短繊維をポルトランドセメントに混合し、この混
合物に骨材及び水を加えて混練し、この混練物を下地の
上にアスファルト紙を介して添着したラスの上にコテ塗
りした後、硬化させる繊維補強ラスモルタルの製造方法
。 2)極細超短繊維の混合量はセメント100重量部に対
して0.5〜10重量部である特許請求の範囲第1項に
記載の繊維補強ラスモルタルの製造方法。[Claims] 1) Finely cut non-metallic alkali-resistant fibers with a thickness of 1 to 30 μm into powder to prepare ultra-fine ultra-short fibers, and mix the ultra-fine ultra-short fibers with Portland cement; A method for producing fiber-reinforced lath mortar, in which aggregate and water are added to this mixture and kneaded, the kneaded mixture is troweled onto lath attached to a base via asphalt paper, and then cured. 2) The method for producing fiber-reinforced lath mortar according to claim 1, wherein the amount of ultra-fine ultra-short fibers mixed is 0.5 to 10 parts by weight per 100 parts by weight of cement.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27909885A JPS62138346A (en) | 1985-12-13 | 1985-12-13 | Manufacture of fiber reinforced lath mortar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27909885A JPS62138346A (en) | 1985-12-13 | 1985-12-13 | Manufacture of fiber reinforced lath mortar |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62138346A true JPS62138346A (en) | 1987-06-22 |
Family
ID=17606384
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27909885A Pending JPS62138346A (en) | 1985-12-13 | 1985-12-13 | Manufacture of fiber reinforced lath mortar |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62138346A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57159870A (en) * | 1980-12-10 | 1982-10-02 | Badeitsushiyu Corp | Reinforcement material |
-
1985
- 1985-12-13 JP JP27909885A patent/JPS62138346A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57159870A (en) * | 1980-12-10 | 1982-10-02 | Badeitsushiyu Corp | Reinforcement material |
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