JPH02102159A - Cement composition - Google Patents

Cement composition

Info

Publication number
JPH02102159A
JPH02102159A JP25348688A JP25348688A JPH02102159A JP H02102159 A JPH02102159 A JP H02102159A JP 25348688 A JP25348688 A JP 25348688A JP 25348688 A JP25348688 A JP 25348688A JP H02102159 A JPH02102159 A JP H02102159A
Authority
JP
Japan
Prior art keywords
cement
weight
parts
edenite
pts
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
JP25348688A
Other languages
Japanese (ja)
Inventor
Tatsutoshi Nakano
中野 龍俊
Hiromi Sakota
迫田 博美
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP25348688A priority Critical patent/JPH02102159A/en
Publication of JPH02102159A publication Critical patent/JPH02102159A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/045Alkali-metal containing silicates, e.g. petalite

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To improve strength and impact resistance by containing edenite, an inorganic aggregate, reinforcing fiber and cellulosic admixture in a cement. CONSTITUTION:A cement composition obtained by blending 100 pts.wt. cement with 2-50 pts.wt. edenite, 10-100 pts.wt. spherical inorganic aggregate (e.g., fly ash) having 0.1-500mum particle diameter, 0.1-10 pts.wt. reinforcing fiber (e.g., PP) having 1-100mum diameter, 3-15mm fiber length, >=3g/d strength and >=50g/d Young's modulus and 0.1-10 pts.wt. cellulosic admixture (e.g., methyl cellulose).

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明はセメント組成物、特に、ベランダやバルコニー
のデツキ材、集合住宅の廊下材などに用いられる床材料
、または住宅の外壁などの壁材料を製造するのに好適な
セメント組成物に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention is applicable to cement compositions, particularly floor materials used for decking materials for verandas and balconies, corridor materials for apartment complexes, and wall materials such as exterior walls of houses. The present invention relates to a cement composition suitable for producing.

(従来の技術) ベランダやバルコニーのデツキ材、集合住宅の廊下材な
どの床材としては比較的強度が高く防火性能を有する石
綿セメント成形板が利用されている。この成形板は2石
綿を含有するセメント組成物を用いて押出成形により製
造される。製造工程において石綿は、泥状のセメント組
成物の流動性を高め、かつ押出された未硬化の成形体の
形状維持性を高める。さらに得られる最終製品の強度を
向上させる。しかし、得られる成形体は衝撃に弱いとい
う欠点がある。さらに含有される石綿は特定化学物質に
指定されており、その発癌性が問題となっている。石綿
セメント成形体を製造するときには使用基準が設けられ
てはいるが、製造時および使用時における発塵の問題か
ら、現在では石綿を含有しないセメント組成物を用いた
成形体が望まれている。
(Prior Art) Asbestos-cement molded boards, which have relatively high strength and fire-retardant properties, are used as flooring materials such as decking materials for verandas and balconies and hallway materials for apartment complexes. This molded plate is manufactured by extrusion using a cement composition containing diasbestos. In the manufacturing process, asbestos increases the fluidity of the slurry cement composition and improves the shape retention of the extruded uncured molded body. Furthermore, it improves the strength of the final product obtained. However, the resulting molded product has the disadvantage of being weak against impact. Furthermore, the asbestos contained in it is designated as a specified chemical substance, and its carcinogenicity has become a problem. Although standards for use are established when asbestos cement molded bodies are manufactured, molded bodies using cement compositions that do not contain asbestos are currently desired due to the problem of dust generation during manufacture and use.

(発明が解決しようとする課題) 本発明は上記従来の欠点を解決するものでありその目的
とするところは、高強度と耐衝撃性とを有し、かつ有害
な石綿を含有しないセメント成形体を調製し得るセメン
ト組成物を提供することにある。
(Problems to be Solved by the Invention) The present invention solves the above-mentioned conventional drawbacks, and its purpose is to provide a cement molded product that has high strength and impact resistance and does not contain harmful asbestos. An object of the present invention is to provide a cement composition that can be prepared.

(課題を解決するための手段) 本発明のセメント組成物は、セメント100重量部に対
して、エデナイトが2〜50重量部、無機骨材が10〜
100重量部、補強繊維が0.1〜10重量部。
(Means for Solving the Problems) The cement composition of the present invention contains 2 to 50 parts by weight of edenite and 10 to 10 parts by weight of inorganic aggregate based on 100 parts by weight of cement.
100 parts by weight, and 0.1 to 10 parts by weight of reinforcing fibers.

そしてセルロース系混和剤が0.1〜10重量部の割合
で含有され、そのことにより上記目的が達成される。
The cellulose-based admixture is contained in an amount of 0.1 to 10 parts by weight, thereby achieving the above object.

本発明に用いられるセメント組成物に含有されるセメン
トとしては、ポルトランドセメント高炉セメント、アル
ミナセメントなど公知のセメントかいずれも使用され得
る。
As the cement contained in the cement composition used in the present invention, any known cement such as Portland cement, blast furnace cement, and alumina cement may be used.

セメン1−組成物に含有されるエデナイトは、イノシリ
ケート(イノケイ酸塩: Inosilicate)に
属し、 51g4正四面体の2重構造をなす造岩鉱物で
ある。このエデナイトは、 NaCaz Mg5Siy
AIOzz(OH)zで示される。エデナイトは、繊維
状、粉末状1粒状、および板状のいずれであってもよい
。特に繊維状のエデナイトを用いると、水を含むセメン
ト配合物の混練・成形時の流動性、得られる未硬化のセ
メント成形体の保形性、そして硬化成形体の強度に優れ
る。エデナイトは、上記セメント100重量部に対して
2から50重量部、好ましくは5〜30重量部の割合で
含有される。過少であると、上記混練・成形時の流動性
、未硬化成形体の保形性および硬化成形体の強度に劣る
。過剰であると成形性に劣る。エデナイトは、あらかじ
め水に分散させておいて、水分散液としてセメントなど
と混合することもできる。
Edenite contained in the cement 1 composition belongs to inosilicate and is a rock-forming mineral having a double structure of 51g tetrahedrons. This Edenite is NaCaz Mg5Siy
It is denoted by AIOzz(OH)z. Edenite may be in the form of a fiber, a single grain of powder, or a plate. In particular, when fibrous edenite is used, the fluidity of the water-containing cement mixture during kneading and molding, the shape retention of the resulting uncured cement molded product, and the strength of the cured molded product are excellent. Edenite is contained in an amount of 2 to 50 parts by weight, preferably 5 to 30 parts by weight, based on 100 parts by weight of the cement. If the amount is too small, the fluidity during kneading and molding, the shape retention of the uncured molded product, and the strength of the cured molded product will be poor. If it is in excess, moldability will be poor. Edenite can also be dispersed in water in advance and mixed with cement etc. as an aqueous dispersion.

セメント組成物に含有される無機骨材は球形粒子で主と
してなり、その粒径は0.1〜500μmとされる。無
機骨材としては、フライアッシュ(石炭火力発電所の集
塵器で採取される微粉炭燃焼灰)マイクロシリカ、シリ
カヒユーム、球形ケイ酸力ルシウ1、(シリコンメタル
、フェロシリコンなどの製造時に副生ずる)などが好適
である。無機骨材としては、得られるセメント成形体の
用途に応じて、軽量骨材が使用され得る。軽量骨材とし
ては2例えば、 JIS A3002に記載の材料が使
用され得る。無機骨材は、セメント組成物中に上記セメ
ント100重量部あたり10〜100重量部の割合で含
有される。無機骨材の組成物全体に占める割合が低いと
成形性に劣り、過剰であると得られる成形体の強度が低
下する。
The inorganic aggregate contained in the cement composition is mainly composed of spherical particles, and the particle size thereof is 0.1 to 500 μm. Inorganic aggregates include fly ash (pulverized coal combustion ash collected in dust collectors at coal-fired power plants), microsilica, silica fume, spherical silicic acid silica 1, (by-product during the production of silicon metal, ferrosilicon, etc.) ) etc. are suitable. As the inorganic aggregate, a lightweight aggregate may be used depending on the use of the obtained cement molded body. As the lightweight aggregate, for example, materials described in JIS A3002 may be used. The inorganic aggregate is contained in the cement composition at a ratio of 10 to 100 parts by weight per 100 parts by weight of the cement. If the proportion of the inorganic aggregate in the entire composition is low, moldability will be poor, and if it is excessive, the strength of the molded product obtained will be reduced.

補強繊維は、得られる成形体の曲げ強度および衝撃強度
を向上させるのに用いられる。それには例えば、有機繊
維、パルプ、金属繊維などが利用され得る。有機繊維と
しては2強度が3 g/d以上。
Reinforcing fibers are used to improve the bending strength and impact strength of the resulting molded product. For example, organic fibers, pulp, metal fibers, etc. can be used. As an organic fiber, the 2 strength is 3 g/d or more.

ヤング率が50g/d以上、そして、伸度が3%以上の
耐アルカリ性の繊維が好適である。上記dはデニールを
示す。補強繊維には2例えば、ビニロン。
Alkali-resistant fibers having a Young's modulus of 50 g/d or more and an elongation of 3% or more are suitable. The above d indicates denier. Examples of reinforcing fibers include vinylon.

ポリプロピレン、アクリル系樹脂、アラミド、カーボン
などが好適である。補強繊維の直径は1〜100μm、
繊維長は3〜15 mmが適当である。この補強繊維は
セメン目OO重量部に対し0.1〜10重量部の割合で
組成物中に含有される。補強繊維が過少であると得られ
る成形体の強度が低下する。
Polypropylene, acrylic resin, aramid, carbon, etc. are suitable. The diameter of the reinforcing fibers is 1 to 100 μm,
The suitable fiber length is 3 to 15 mm. This reinforcing fiber is contained in the composition in a proportion of 0.1 to 10 parts by weight based on the weight of cement OO. If the amount of reinforcing fibers is too small, the strength of the resulting molded product will decrease.

過剰であると組成物の各材料を混合したときの分散性が
悪く、その結果、得られる成形体の強度が低下する。
If it is in excess, the dispersibility when mixing the ingredients of the composition will be poor, resulting in a decrease in the strength of the resulting molded product.

セルロース系混和剤は1組成物を押出成形するときにあ
る程度の粘度を付与し、流動性を改善する目的で用いら
れる。セルロース系混和剤とじては、メチルセルロース
、ヒドロキシエチルセルロースなどが好適に用いられる
。このセルロース系混和剤は、セメント100重量部に
対し、0.1〜10重量部、好ましくは0.5〜5重量
部の割合で組成物中に含有される。過少であると組成物
を混和したときの粘度が低いため、逆に過剰であると粘
度が高いため、いずれも成形性に劣る。
Cellulose-based admixtures are used for the purpose of imparting a certain degree of viscosity and improving fluidity when extruding a composition. As the cellulose-based admixture, methylcellulose, hydroxyethylcellulose, etc. are preferably used. The cellulose-based admixture is contained in the composition in an amount of 0.1 to 10 parts by weight, preferably 0.5 to 5 parts by weight, based on 100 parts by weight of cement. If the amount is too small, the viscosity of the composition will be low, while if it is too large, the viscosity will be high, resulting in poor moldability.

本発明の組成物を用いてセメント成形体を製造するには
、従来のセメント押出成形と同様の工程が採用され得る
。例えばまず、上記セメント、エデナイト、無機骨材、
補強繊維およびセルロース系混和剤をトライブレンドす
る。これに適量の水を加えて湿式ブレンドを行い2次い
で混練機を用いて充分に混練を行う゛。得られる可塑性
の混練物を所望の金型を有する押出成形機に導き、加圧
下で押出し成形を行う。押出された所望の形状を有する
成形体は、所定の条件下(例えば温度40〜60”C,
?W度90〜100%)で4〜48時間にわたり放置(
養生)することにより硬化する。上記5ブレンド工程、
混練工程および押出成形工程には、いずれも汎用の設備
が用いられ得る。
In order to manufacture a cement molded body using the composition of the present invention, a process similar to conventional cement extrusion molding can be adopted. For example, first of all, the above cement, edenite, inorganic aggregate,
Tri-blend the reinforcing fibers and cellulosic admixture. An appropriate amount of water is added to this mixture for wet blending, and then thoroughly kneaded using a kneader. The obtained plastic kneaded material is introduced into an extrusion molding machine having a desired mold, and extrusion molding is performed under pressure. The extruded molded product having the desired shape is heated under predetermined conditions (for example, at a temperature of 40 to 60"C,
? Leave it for 4 to 48 hours (W degree 90 to 100%) for 4 to 48 hours (
It hardens by curing). The above 5 blending steps,
General-purpose equipment can be used for both the kneading process and the extrusion molding process.

(作用) 本発明により上記セメント組成物を押出成形すると、押
出機内においては、混練物の水分が比較的少ない場合(
例えば複雑な異形断面の成形体を得る場合)にも充分な
流動性を有し、流速が均一となる。さらに、押出された
未硬化の成形体は硬化が進行するまで充分な保形性を有
する。このような良好な性質は、■セメント組成物中の
無機骨材は主として球形の粒子であるため、これが加圧
下においてベアリングの効果を示すこと;および■組成
物中には上記無機骨材や補強繊維が含有されるために押
出後においては保形性が充分であること;に主として起
因すると考えられる。押出された未硬化の成形体は保形
性が良好であり硬化するまでに変形することがない。得
られた硬化成形体にはエデナイトが含まれているため、
該成形体は充分な強度と耐衝撃性とを有する。このよう
な成形体は住宅の床材、壁材などに好適に利用される。
(Function) When the above cement composition is extruded according to the present invention, in the extruder, if the water content of the kneaded product is relatively low (
For example, when obtaining a molded article with a complex irregular cross section), it has sufficient fluidity and has a uniform flow rate. Furthermore, the extruded uncured molded product has sufficient shape retention until curing progresses. These good properties are due to: ■ The inorganic aggregate in the cement composition is mainly spherical particles, which exhibit a bearing effect under pressure; and ■ The composition contains the above-mentioned inorganic aggregate and reinforcement. This is thought to be mainly due to the fact that the shape retention is sufficient after extrusion due to the presence of fibers. The extruded uncured molded product has good shape retention and does not deform before it hardens. Since the obtained cured molded body contains edenite,
The molded body has sufficient strength and impact resistance. Such molded bodies are suitably used for flooring materials, wall materials, etc. of houses.

本発明によれば、このように、従来の石綿繊維を使用す
ることなく床材や壁材に通した高強度のセメント成形体
が容易に製造される。石綿繊維を使用しないため、製造
工程および使用時において石綿の発塵による発癌の危険
性がない。
According to the present invention, a high-strength cement molded body that can be passed through flooring and wall materials can be easily manufactured without using conventional asbestos fibers. As asbestos fibers are not used, there is no risk of cancer caused by asbestos dust during the manufacturing process or during use.

(実施例) 以下に本発明を実施例につき説明する。(Example) The invention will be explained below with reference to examples.

(A)可塑性混練物の調製: 上記処方のセメント組成物の水以外の各成分をミキサー
(品用式万能ミキサー;三英製作所製)に入れ3分間混
合した。これに水を加え、約3分間部合した後、オーグ
ー式混練機(MP−100型;宮崎鉄工社製)で充分に
混練して可塑性混練物を得た。
(A) Preparation of plastic kneaded product: Each component of the cement composition of the above formulation other than water was placed in a mixer (all-purpose mixer; manufactured by Sanei Seisakusho) and mixed for 3 minutes. Water was added to this, and after mixing for about 3 minutes, the mixture was sufficiently kneaded using an Ogu kneader (MP-100 type; manufactured by Miyazaki Iron Works Co., Ltd.) to obtain a plastic kneaded product.

(B)−1平板セメント成形体の調製;(A)項で得ら
れた混練物を、平板試作用金型(開口部中250胴×厚
さ15mm)が取り付けられた真空押出成形機(MV−
FM−A−1;宮崎鉄工社製)のホッパーに供給し。
(B)-1 Preparation of flat cement molded product; The kneaded material obtained in section (A) was processed using a vacuum extrusion molding machine (MV −
FM-A-1 (manufactured by Miyazaki Iron Works) hopper.

押出し成形により巾250mm、厚さ15M、長さ50
cmの平板サンプルの調製を行った。このときの押出圧
力と単位時間あたりの押出量とを測定した。押出圧力は
、押出機のバレルから金型へ至る抵抗部の圧力をブルド
ン管圧力ゲージで測定した。単位時間あたりの押出量は
、金型先端部から押出される平板サンプルの60秒間に
吐出された長さ(cm/m1n)を測定し1次式により
算出した。
Width 250mm, thickness 15M, length 50mm by extrusion molding
A cm flat plate sample was prepared. The extrusion pressure and extrusion amount per unit time at this time were measured. The extrusion pressure was measured by measuring the pressure in the resistance section from the barrel of the extruder to the mold using a Bourdon tube pressure gauge. The extrusion amount per unit time was calculated by a linear equation by measuring the length (cm/m1n) of a flat sample extruded from the die tip for 60 seconds.

T:単位時間あたりの押出量(42/hr)α:金型出
口の断面積(C艷) β:押出された平板サンプルの長さ(cm/分)上記未
硬化の成形体を5時間、室温で放置(前置き)した後、
50°C,R1195%以上の雰囲気下で40時間保持
(養生)した。
T: Extrusion amount per unit time (42/hr) α: Cross-sectional area of mold exit (C) β: Length of extruded flat sample (cm/min) The above uncured molded body was heated for 5 hours. After leaving it at room temperature (preliminary),
It was maintained (cured) at 50°C for 40 hours in an atmosphere of R1195% or higher.

(B)−2断面Ω状成形体の調製:第1図(a)に示す
ように断面台形状の突条部11aが長手方向に沿って配
設された内型11および該突条部の上部が嵌合する凹溝
部12aが長手方向に沿って配設された外型12を有す
る金型を準備した。この内型11の突条部の上面の幅方
向寸法は1cm、底面の幅方向寸法は9cm、そして高
さは5cmである。外型12の凹溝部の開口部の幅方向
寸法は11.5cm、内奥部の幅方向寸法は9.5cm
、そして深さは5 cmである。別に(B)−1項と同
様の方法で押出成形にて未硬化の長板状セメント成形体
(25CTII X 1.5cm X 35cm )を
得た。この未硬化の長板状セメント成形体3を第1図(
a)に示すように、内型11の突条部を挟んで対向配設
された一対の支持板21.22上に幅方向の各側部を載
置し、第1図(b)に示すように、内型11と外型12
とでプレス(圧力10kg/cnT、 10秒間)シ、
第1図(C)に示す断面Ω状の未硬化成形体30を得た
(B) Preparation of a molded article with a -2 Ω-shaped cross section: As shown in FIG. A mold having an outer mold 12 in which a recessed groove 12a into which the upper portion fits was disposed along the longitudinal direction was prepared. The widthwise dimension of the top surface of the protrusion of this inner mold 11 is 1 cm, the widthwise dimension of the bottom surface is 9cm, and the height is 5cm. The widthwise dimension of the opening of the concave groove of the outer mold 12 is 11.5 cm, and the widthwise dimension of the inner deep part is 9.5cm.
, and the depth is 5 cm. Separately, an uncured long plate-shaped cement molded body (25CTII x 1.5 cm x 35 cm) was obtained by extrusion molding in the same manner as in Section (B)-1. This uncured long plate-shaped cement molded body 3 is shown in Figure 1 (
As shown in FIG. 1(b), each side in the width direction is placed on a pair of support plates 21 and 22 which are arranged opposite to each other with the protrusion of the inner mold 11 in between, and as shown in FIG. 1(b). As shown, the inner mold 11 and the outer mold 12
Press (pressure 10 kg/cnT, 10 seconds) with
An uncured molded body 30 having an Ω-shaped cross section as shown in FIG. 1(C) was obtained.

この未硬化成形体を(B)−1項に準じて硬化させ。This uncured molded body was cured according to Section (B)-1.

第2図(a)および(b)に示すように、上方へ突出す
る凹部を有する硬化成形体31を得た。
As shown in FIGS. 2(a) and 2(b), a cured molded body 31 having a concave portion projecting upward was obtained.

(C)−1成形体の性能評価: (B)−1項で得られ
た浸漬後のサンプルを中25mm、長さ240帥に切断
(押出方向に対し直角に切断)L、105”Cのギヤー
オーブンに入れて約48時間乾燥後、室温まで放冷した
。このサンプルを200mmの間隔で支持し、その中央
部に2.5mm/分の曲げ速度で力を加えて曲げ強度を
測定した(曲げ強度試験)。別に、養生後のサンプルを
巾250mm、長さ250mmに切断(押出方向に対し
直角に切断)シ、上記と同様にオーブン処理を行った。
(C)-1 Performance evaluation of molded product: The sample obtained in section (B)-1 after immersion was cut into 25 mm in length and 240 cm in length (cut perpendicular to the extrusion direction) L, 105”C. After drying in a gear oven for about 48 hours, the sample was allowed to cool to room temperature.The sample was supported at intervals of 200 mm, and the bending strength was measured by applying force to the center at a bending speed of 2.5 mm/min ( Bending strength test).Separately, the sample after curing was cut into 250 mm width and 250 mm length (cut perpendicular to the extrusion direction) and subjected to oven treatment in the same manner as above.

このサンプルを平坦な川砂上に載置し、その中央部に1
kgの鋼球を2mの高さから落下させサンプルに異常が
認められるか否かを観察した(衝撃強度試験)。各試験
の結果を下表に示す。
This sample was placed on flat river sand, and one
A steel ball weighing 1 kg was dropped from a height of 2 m, and it was observed whether any abnormalities were observed in the sample (impact strength test). The results of each test are shown in the table below.

(C)−2成形体の性能評価: (B)−2項で得られ
た硬化後の成形体31を長手方向と直角に30cmの長
さに切断し、凹部の深さX(第2図(b)に示す)をノ
ギスで測定した。その結果を下表に示す。下表の耐衝撃
性の項において、◎は全く異常の認められないことを、
Oは表面にのみクラックが発生したことを、Δは裏面に
至るクランクが発生したことを、そして×は試験片が分
断されたことを示す。
(C)-2 Performance evaluation of molded product: The cured molded product 31 obtained in section (B)-2 was cut into a length of 30 cm perpendicular to the longitudinal direction, and the depth of the recess was (shown in (b)) was measured using a caliper. The results are shown in the table below. In the impact resistance section of the table below, ◎ indicates that no abnormalities were observed.
O indicates that a crack occurred only on the front surface, Δ indicates that a crack occurred on the back surface, and × indicates that the test piece was divided.

以下、実施例2〜3および比較例1〜2の結果もあわせ
て下表に示す。
The results of Examples 2 and 3 and Comparative Examples 1 and 2 are also shown in the table below.

実施拠又 エデナイトの量を30重量部とし、そして、水の量を4
0重量部としたこと以外は実施例1と同様である。
In addition, the amount of Edenite was 30 parts by weight, and the amount of water was 4 parts by weight.
The same as Example 1 except that the amount was 0 parts by weight.

実詣炎主 エデナイトの量を30重量部とし、水の量を42重量部
とし、さらに無機骨材としてシリカヒユーム(粒径0.
1 μm)10重量部を使用したこと以外は実施例1と
同様である。
The amount of Edenite was 30 parts by weight, the amount of water was 42 parts by weight, and the inorganic aggregate was silica hume (particle size 0.
The procedure was the same as in Example 1 except that 10 parts by weight (1 μm) was used.

ル較拠よ エデナイトを使用しなかったこと以外は実施例1と同様
である。
This example is the same as Example 1 except that Edenite was not used.

ル較拠) 補強繊維を使用せず、エデナイトの量を30重量部とし
、そして水の量を40重量部としたこと以外は実施例1
と同様である。
Example 1 except that no reinforcing fibers were used, the amount of Edenite was 30 parts by weight, and the amount of water was 40 parts by weight.
It is similar to

(以下余白) 表から2本発明の組成物を用いると、セメント成形体が
押出成形により成形性よく得られることがわかる。得ら
れた未硬化の成形体は形状維持性に優れ、かつ硬化して
得られる成形体は曲げ強度および耐衝撃性に優れる。
(The following is a blank space) From Table 2, it can be seen that when the composition of the present invention is used, a cement molded body can be obtained with good moldability by extrusion molding. The obtained uncured molded product has excellent shape retention, and the molded product obtained by curing has excellent bending strength and impact resistance.

(発明の効果) 本発明により、このように、高強度で耐衝撃性に優゛れ
たセメント成形体が、押出成形により成形性よく高効率
で得られる。このようなセメント成形体は5例えば集合
住宅のデツキ材、廊下材などの床材、あるいは壁材とし
て好適に用いられる。
(Effects of the Invention) According to the present invention, a cement molded body having high strength and excellent impact resistance can be obtained by extrusion molding with good moldability and high efficiency. Such a cement molded body is suitably used as, for example, a flooring material such as a decking material for an apartment complex or a hallway material, or a wall material.

石綿が含有されていないため、製造工程においても使用
時においても石綿の発塵による発癌の危険性がない。
Since it does not contain asbestos, there is no risk of cancer caused by asbestos dust either during the manufacturing process or during use.

4、 ゛  の   な晋 ■ 第1図(a)〜(C)は1本発明を用いて押出成形によ
り得られる未硬化長板状セメント成形体をプレス加工す
る工程の一例を示す説明図、そして第2図(a)および
(b)は該プレス加工により得られた断面Ω状のセメン
ト成形体の斜視図および断面図である。
4. Figures 1 (a) to (C) are explanatory diagrams showing an example of the process of press working an uncured long plate-shaped cement molded body obtained by extrusion using the present invention, and FIGS. 2(a) and 2(b) are a perspective view and a cross-sectional view of a cement molded body having an Ω-shaped cross section obtained by the press working.

3・・・未硬化長板状セメント成形体、30・・・断面
Ω状セメント成形体。
3... Uncured long plate-shaped cement molded body, 30... Ω-shaped cross section cement molded body.

Claims (1)

【特許請求の範囲】[Claims] 1、セメント100重量部に対して、エデナイトが2〜
50重量部、無機骨材が10〜100重量部、補強繊維
が0.1〜10重量部、そしてセルロース系混和剤が0
.1〜10重量部の割合で含有されるセメント組成物。
1. Edenite is 2 to 100 parts by weight of cement.
50 parts by weight, 10 to 100 parts by weight of inorganic aggregate, 0.1 to 10 parts by weight of reinforcing fibers, and 0 parts by weight of cellulose admixture.
.. A cement composition containing 1 to 10 parts by weight.
JP25348688A 1988-10-06 1988-10-06 Cement composition Pending JPH02102159A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25348688A JPH02102159A (en) 1988-10-06 1988-10-06 Cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25348688A JPH02102159A (en) 1988-10-06 1988-10-06 Cement composition

Publications (1)

Publication Number Publication Date
JPH02102159A true JPH02102159A (en) 1990-04-13

Family

ID=17252052

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25348688A Pending JPH02102159A (en) 1988-10-06 1988-10-06 Cement composition

Country Status (1)

Country Link
JP (1) JPH02102159A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5508200A (en) * 1992-10-19 1996-04-16 Tiffany; Thomas Method and apparatus for conducting multiple chemical assays

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5508200A (en) * 1992-10-19 1996-04-16 Tiffany; Thomas Method and apparatus for conducting multiple chemical assays

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