JPS62164936A - Wall material for building - Google Patents

Wall material for building

Info

Publication number
JPS62164936A
JPS62164936A JP589386A JP589386A JPS62164936A JP S62164936 A JPS62164936 A JP S62164936A JP 589386 A JP589386 A JP 589386A JP 589386 A JP589386 A JP 589386A JP S62164936 A JPS62164936 A JP S62164936A
Authority
JP
Japan
Prior art keywords
hollow
cement
foam
wall material
water
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
Application number
JP589386A
Other languages
Japanese (ja)
Inventor
憲一 中川
白川 潔
昭 安藤
純也 山田
勉 西尾
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.)
Nippon Hardboard Co Ltd
Nippon Steel Corp
Original Assignee
Nippon Hardboard Co Ltd
Sumitomo Metal Industries 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 Nippon Hardboard Co Ltd, Sumitomo Metal Industries Ltd filed Critical Nippon Hardboard Co Ltd
Priority to JP589386A priority Critical patent/JPS62164936A/en
Publication of JPS62164936A publication Critical patent/JPS62164936A/en
Pending legal-status Critical Current

Links

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、繊維補強セメントの中空部に充填材として発
泡モルタルを充填しt建築用壁材に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wall material for construction by filling a hollow part of fiber-reinforced cement with foamed mortar as a filler.

〔従来の技術〕[Conventional technology]

この種建築用壁材としては、特開昭60−23541号
が開示するように中空石綿セメント押出成形板の空洞部
に、マグネシア発泡体、或いはクレー発泡体等の無機質
発泡体を充填した、防火性及び耐火性に優ルた建築用パ
ネルがある。この建築用パネルに用いら汎て層A墾絢伏
は田型φ;01−曲げ始d&1(1kg/iのもので、
非常に軽いが、強度が弱い。
As disclosed in Japanese Patent Application Laid-Open No. 60-23541, this type of wall material for construction is a fireproof material in which the cavity of a hollow asbestos cement extruded board is filled with an inorganic foam such as magnesia foam or clay foam. There are architectural panels with excellent durability and fire resistance. The general layer A-layer used for this architectural panel is a field type φ; 01 - bending start d & 1 (1 kg/i),
Very light, but not strong.

また木口には撥水性のある被覆材には高分子系材料、不
織布、セメント、或いは亜鉛鉄板等が用いらnている。
In addition, water-repellent coating materials such as polymeric materials, nonwoven fabrics, cement, or galvanized iron plates are used for the wood ends.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

セメント系中空壁材は現在石綿セメントを用いて押出成
形にて製造さ几ている。ところが石綿は公害物質である
ことから、欧米では既に厳しい規制がなさn、日本にお
いても近々規制の動きがある0そこで、石綿に替るもの
として、ビニロン繊維、アラミド繊維、炭素繊維、ガラ
ス繊維、鋼繊維等の適用性が検討さnている。一方、石
綿セメント押出成形材は強度及び寸法安定性の観点から
オートクレーブ(高温・高圧)養生を行っており、この
養生による性能向上が一つの特長となっていることから
、押出成形用石綿代替繊維には少なくともオートクレー
ブ養生に適した繊維が望ま几る。本発明者等が検討した
結果、ビニロン繊維、アラミド繊維はオートクレープ養
生で熱劣化し、ガラス繊維は高温・高圧下のセメント材
料中でアルカリ劣化が生じることが判った。他方、鋼繊
維はオートクレーブ養生での劣化はないが、反面押出成
形機内部での摩耗、成形材中での発錆の問題がある。
Cement-based hollow wall materials are currently manufactured by extrusion using asbestos cement. However, as asbestos is a pollutant, there are already no strict regulations in Europe and the United States, and there are moves to regulate it in Japan in the near future.Therefore, as an alternative to asbestos, vinylon fiber, aramid fiber, carbon fiber, glass fiber, and steel are being used as alternatives to asbestos. The applicability of fibers, etc. is being investigated. On the other hand, asbestos-cement extrusion molded materials are cured in autoclaves (high temperature and high pressure) from the viewpoint of strength and dimensional stability, and one of the characteristics of this curing is improved performance. A fiber suitable for at least autoclave curing is desired. As a result of studies conducted by the present inventors, it was found that vinylon fibers and aramid fibers undergo thermal deterioration during autoclave curing, and that glass fibers undergo alkali deterioration in cement materials under high temperature and high pressure. On the other hand, steel fibers do not deteriorate during autoclave curing, but on the other hand, there are problems with wear inside the extrusion molding machine and rusting in the molded material.

したがって石綿代替には炭素繊維が最も有望である。現
在までのところ、発明者等が種々検討した結果、壁材の
性能としては炭素繊維補強セメント押出中空成形材が従
来の石綿セメント押出中空成形材と同等もしくはそn以
上であることが判明した。そこで建築用壁材としては、
炭素繊維補強セメント押出中空成形材の中空部に従来の
如く、マグネシア発泡体、或いはクレー発泡体等の無機
質発泡体を充填し、木口に撥水性のある被覆材を被覆し
たものが一応考えら几るが、上記無機質発泡体は耐凍結
融解性に劣るため、目地部のコーキング不良もしくはコ
ーキング劣化により、雨水が部材の木口より浸入し、こ
の浸入水が冬期に凍結し、その体積膨張により部材な破
壊することがあるなどの不具合がある。
Therefore, carbon fiber is the most promising alternative to asbestos. As a result of various studies conducted by the inventors to date, it has been found that carbon fiber-reinforced cement extruded hollow molded materials are equivalent to or better than conventional asbestos cement extruded hollow molded materials in terms of wall material performance. Therefore, as a wall material for construction,
One idea is to fill the hollow part of a carbon fiber-reinforced cement extruded hollow molded material with an inorganic foam such as magnesia foam or clay foam, and cover the end of the material with a water-repellent coating material, as in conventional methods. However, since the above-mentioned inorganic foam has poor freeze-thaw resistance, poor caulking or deterioration of the caulking at the joints may cause rainwater to infiltrate through the end of the component, and this infiltrated water will freeze in the winter, causing the component to expand due to its volumetric expansion. There are defects such as the possibility of destruction.

そこで本発明は、耐衝撃性が優几ているとともに耐凍結
融解性においても従来の建築用パネルよりも一段と優n
ている建築用壁材を提供することを目的とする。
Therefore, the present invention has excellent impact resistance and also has better freeze-thaw resistance than conventional construction panels.
The purpose is to provide architectural wall materials that are suitable for use in buildings.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するため、本発明は、建築用壁材として
、炭素繊維補強セメント製中空(押出成形)材の中空部
に比重が0.4〜1.2の発泡モルタルを充填した溝底
とした。
In order to achieve the above object, the present invention provides a groove bottom in which the hollow part of a hollow (extrusion molded) material made of carbon fiber reinforced cement is filled with foamed mortar having a specific gravity of 0.4 to 1.2 as a wall material for construction. did.

本発明において押出中空部材に使用する炭素繊維は特に
限定しないが、経済性を考慮すると、ピッチ系で、長さ
が3〜10朋程度のものを用いるとよい。炭素繊維の容
積混入率も特に限定しないが、0.5〜5係が好しい。
The carbon fibers used in the extruded hollow member in the present invention are not particularly limited, but in consideration of economic efficiency, it is preferable to use pitch-based carbon fibers with a length of about 3 to 10 mm. The volumetric mixing ratio of carbon fibers is also not particularly limited, but is preferably 0.5 to 5 parts.

また、セメント、骨材、混和剤の種類、混合量も限定す
るものでない。更に押出中空部材についてもその断面形
状や、寸法を限定するものでなく自由に選定してよい。
Furthermore, the types and amounts of cement, aggregate, and admixtures to be mixed are not limited. Furthermore, the cross-sectional shape and dimensions of the extruded hollow member are not limited and may be freely selected.

中空部の充填材には、セメント、骨材、水からなるモル
タルを起泡剤で発泡させた発泡モルタルが使用さルる。
Foamed mortar, which is made by foaming mortar made of cement, aggregate, and water with a foaming agent, is used to fill the hollow space.

起泡剤には、ロジン系界面活性剤、アニオン系界面活性
剤、加水分解たんば〈質系等のものがある。
Foaming agents include rosin-based surfactants, anionic surfactants, and hydrolyzed protein-based surfactants.

発泡モルタルの比重は0.4〜1.2であることが好し
く、セメント、骨材、起泡剤の種類、混合量及び水の混
合量により調整さnる0特に発泡モルタルの比重を0.
4以上としたのは、0、4未満になると発泡モルタルの
強度が低下するため、壁材の衝撃強度向上に寄与しなく
なり、また発泡モルタルに水が吸水さ几た場合の耐凍結
融解性が著しく低下することにょる0発泡モルタルの比
重を大きくす汎ば、強度が向上し、壁材としての耐衝撃
性及び耐凍結融解性が向上するがその反面重量増となる
The specific gravity of the foamed mortar is preferably 0.4 to 1.2, and is adjusted depending on the type and amount of cement, aggregate, and foaming agent, and the amount of water mixed. ..
The reason why the value is 4 or more is that if the value is less than 0.4, the strength of the foamed mortar will decrease, so it will not contribute to improving the impact strength of the wall material, and the freeze-thaw resistance will decrease when the foamed mortar absorbs water. If the specific gravity of zero-foam mortar is increased, the strength will be improved, and the impact resistance and freeze-thaw resistance of the wall material will be improved, but on the other hand, the weight will increase.

部材を中空にするのは第1に軽量化を計るためであるの
で押出中空部材の真比重より比重の大きな材料を中空部
に充填することは、中空部材を用いる意義がMnる0そ
こで、本発明では現在押出成形で得らする中空部材の真
比重1.2と同じ値を上限値とした。発泡モルタルの充
填時期は特に限定しないが、充填時の注入圧力で押出中
空部材が変形しないような強度が備った時期がよい。望
ましくは押出成型後半日取上経過後もしくは蒸気養生終
了後がよい。その後オートクレーブ養生するのが望まし
い。
The purpose of making the member hollow is primarily to reduce its weight, so filling the hollow part with a material whose specific gravity is greater than the true specific gravity of the extruded hollow member is the reason why the hollow member is used. In the present invention, the upper limit is set to the same value as the true specific gravity of 1.2 of hollow members currently obtained by extrusion molding. The timing of filling the foamed mortar is not particularly limited, but it is preferable that the extruded hollow member has enough strength not to be deformed by the injection pressure during filling. Preferably, this is done after the second half of extrusion molding or after the completion of steam curing. After that, it is desirable to autoclave the material.

〔作用〕[Effect]

発泡モルタルの物性はALC(オートクレーブ養生軽量
気泡コンクリート)と同等である。
The physical properties of foamed mortar are equivalent to ALC (autoclaved lightweight cellular concrete).

自然吸水では凍害発生の限界とさnている限界含水率5
5チには達しないので、それ以下の場合が多くほとんど
凍害が発生しない。
The critical moisture content is 5, which is the limit for freezing damage caused by natural water absorption.
Since the temperature does not reach 5.5 inches, it is often lower than that level and frost damage hardly occurs.

また、吸水面から離ルると含水率が減少するという特性
がある。したがって、発泡モルタルは止水性に優nると
同時に、仮に凍害が発生しても部材端部から徐々に進行
し、本体である炭素繊維補強セメント中空押出成形体に
膨張破壊を生じさせない〇 〔実施例〕 セメントに普通ポルトランドセメント72w t ’l
y、骨材にシラスバルーン22wt%、増粘剤にメチル
セルロース1.4 wt%の各セメント材料にピッチ系
炭素繊維を容積で3係混入した炭素繊維補強セメントを
第1図に示す形状に押出成形した0炭素繊維補強セメン
ト中空押出成形材1の形状は幅w250mm、高さH2
2朋、肉厚t5mmである0その後部材1を蒸気養生(
40℃x 10H)L几。
Additionally, it has the characteristic that the water content decreases as it moves away from the water-absorbing surface. Therefore, foamed mortar has excellent water-stopping properties, and even if frost damage occurs, it will gradually progress from the ends of the member and will not cause expansion failure in the carbon fiber reinforced cement hollow extrusion molded body. Example] Ordinary Portland cement 72wt'l for cement
y, carbon fiber-reinforced cement in which 3 volumes of pitch-based carbon fiber were mixed into cement materials with 22 wt% of shirasu balloons as aggregate and 1.4 wt% of methylcellulose as thickener was extruded into the shape shown in Figure 1. The shape of the carbon fiber reinforced cement hollow extrusion molded material 1 is width W250mm and height H2.
2. Afterwards, member 1 with a wall thickness of 5 mm was steam-cured (
40℃ x 10H)L.

部材1の中空部2に、セメントに普通ポルトランドセメ
ント58wt%、骨材にバーライ)5wt%、水35w
t%、更に起泡剤に加水分解たんば〈質系のもの2wt
%を混練し、混線後の生比重が0.75%オートクレー
ブ養生後の曲げ強度が50 kg/dとなる発泡モルタ
ル3を第2図に示す如く充填した0なお、この発泡モル
タルの吸水率を調べたところ、28係とALCの34係
より小さく、かつ限界含水率55係にも達していないこ
とが判った。そのものを1日気中養生した後オートクレ
ーブ養生して建築用壁材を得友〇 本発明に係る建築用壁材の耐衝撃性を知るため、発泡モ
ルタルを充填し゛ない炭素繊維補強セメント中空押出成
形材との比較実験を行った。耐衝撃性実験は第3図に示
す如くスパンL 450 mxの木枠5に壁材1,4を
釘で取り付け1 kgfの電飾6を矢印方向に落下させ
、壁材1,4の裏面に穴の明かない限界位置を求めるこ
とにより行った。その結果、発泡モルタルを中空部に充
填した本発明の壁第4は2.1kg−m%発泡モルタル
を充填しない壁材1は、1.5’に9−mと耐衝撃性の
面でも向上が認めらnた。
In the hollow part 2 of the member 1, 58 wt% of ordinary Portland cement was added to the cement, 5 wt% of barley was added to the aggregate, and 35 w of water was added.
t%, and 2wt of hydrolyzed tanban as a foaming agent.
% and filled with foamed mortar 3 having a fresh specific gravity of 0.75% after mixing and a bending strength of 50 kg/d after autoclave curing as shown in Figure 2.0 Note that the water absorption rate of this foamed mortar is Upon investigation, it was found that the ratio of 28 ratio was smaller than the 34 ratio of ALC, and the water content did not even reach the limit of 55 ratio. After curing it in the air for one day, it was cured in an autoclave to obtain a wall material for construction. In order to know the impact resistance of the wall material for construction according to the present invention, hollow extrusion molding of carbon fiber reinforced cement without filling with foam mortar was performed. We conducted a comparative experiment with materials. In the impact resistance test, as shown in Figure 3, the wall materials 1 and 4 were attached to a wooden frame 5 with a span L of 450 mx using nails, and an electric decoration 6 weighing 1 kgf was dropped in the direction of the arrow, onto the back side of the wall materials 1 and 4. This was done by finding the limit position where no hole is visible. As a result, the fourth wall of the present invention, in which the hollow part was filled with foamed mortar, was 2.1 kg-m%.The wall material 1, which was not filled with foamed mortar, was 1.5' to 9-m, which improved impact resistance. was not recognized.

〔発明の効果〕〔Effect of the invention〕

本発明によ几ば、発泡モルタルの物性がALCと同じで
あり、自然吸水では凍害を起す含水率55チを超えるこ
とがほとんどなく、また吸水面から離nると、含水率が
減少する傾向にあるので炭素繊維補強セメント中空押出
成形材の膨張破壊を防ぐことができる。
According to the present invention, the physical properties of foamed mortar are the same as ALC, and natural water absorption rarely exceeds 55 cm of water content, which causes frost damage, and the water content tends to decrease when separated from the water absorption surface. Therefore, it is possible to prevent expansion failure of the carbon fiber reinforced cement hollow extrusion molded material.

また発泡モルタルを充填することにより耐衝撃性が向上
する。
Furthermore, impact resistance is improved by filling with foam mortar.

特開昭60−23541号の発明では中空石綿押出成形
板の空洞部にマグネシア発泡体、或いはクレー発泡体等
の無機質発泡体を充填し、建築用パネルの防火性及び耐
火性を向上させ、更に防水性も向上している。特に比重
0.1、曲げ強度1. o kg/iの発泡体を充填し
ているが、本発明において仮りに上記発泡体を使用する
ものとすルば、部材木口からの雨水浸入には若干の効果
があるものの、発泡体自体の耐凍結融解性が劣ることか
ら、発泡体に水が浸入した場合には本願発明の目的を達
成することが出来ず、更に強度が低いため耐衝撃強度向
上に役立たない。従って本発明の建築用壁材は表面の撥
水処理を必ずしも行う必要がなく、寒冷地における建築
部材として優nた効果を有する。
In the invention of JP-A No. 60-23541, the cavity of a hollow asbestos extrusion plate is filled with an inorganic foam such as magnesia foam or clay foam to improve the fire protection and fire resistance of the construction panel. Water resistance has also been improved. Particularly specific gravity: 0.1, bending strength: 1. If the above-mentioned foam were to be used in the present invention, it would have some effect on rainwater infiltration from the end of the member, but the foam itself would be Since the foam has poor freeze-thaw resistance, the object of the present invention cannot be achieved if water penetrates into the foam, and furthermore, the foam is low in strength, so it is not useful for improving impact resistance. Therefore, the architectural wall material of the present invention does not necessarily require surface water-repellent treatment, and has excellent effects as a building member in cold regions.

【図面の簡単な説明】[Brief explanation of drawings]

筆11媚は太登朋の廖膚の一邪とhAW去槽維補強セメ
ント中空押出成形材の斜視図、第2図は、本発明建築用
壁材の斜視図、第3図は耐衝撃性実験を行うために壁材
を木組に取フ付けたところを示す斜視図である0 1・・炭素繊維補強セメント中空押出成形材2・・中空
部   3・・発泡モルタル4・・建築用壁材 特許出願人   住友金属工業株式会社日本ハードボー
ド工業株式会社 代理人弁理士  永  井  義  久7−、−m−=
、3、−L LIJ゛
Brush 11: A perspective view of a hollow extrusion molded material of fiber-reinforced cement, and a perspective view of the wall material of the present invention, and a third view of impact resistance. It is a perspective view showing the wall material attached to the wooden frame for conducting the experiment. Material patent applicant Sumitomo Metal Industries Co., Ltd. Japan Hardboard Industries Co., Ltd. Representative patent attorney Yoshihisa Nagai 7-, -m-=
,3,-L LIJ゛

Claims (1)

【特許請求の範囲】[Claims] (1)炭素繊維補強セメント製中空成形材の中空部に比
重が0.4〜1.2の発泡モルタルを充填したことを特
徴とする建築用壁材。
(1) A wall material for construction, characterized in that the hollow part of a hollow molded material made of carbon fiber-reinforced cement is filled with foamed mortar having a specific gravity of 0.4 to 1.2.
JP589386A 1986-01-14 1986-01-14 Wall material for building Pending JPS62164936A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP589386A JPS62164936A (en) 1986-01-14 1986-01-14 Wall material for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP589386A JPS62164936A (en) 1986-01-14 1986-01-14 Wall material for building

Publications (1)

Publication Number Publication Date
JPS62164936A true JPS62164936A (en) 1987-07-21

Family

ID=11623572

Family Applications (1)

Application Number Title Priority Date Filing Date
JP589386A Pending JPS62164936A (en) 1986-01-14 1986-01-14 Wall material for building

Country Status (1)

Country Link
JP (1) JPS62164936A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014046557A (en) * 2012-08-31 2014-03-17 Kmew Co Ltd Production method for cement plate
WO2015050502A1 (en) * 2013-10-03 2015-04-09 Sembcorp Eosm Pte. Ltd. Prefabricated wall panel and assembly

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014046557A (en) * 2012-08-31 2014-03-17 Kmew Co Ltd Production method for cement plate
WO2015050502A1 (en) * 2013-10-03 2015-04-09 Sembcorp Eosm Pte. Ltd. Prefabricated wall panel and assembly

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