JPH01320241A - Cement composition - Google Patents
Cement compositionInfo
- Publication number
- JPH01320241A JPH01320241A JP15450488A JP15450488A JPH01320241A JP H01320241 A JPH01320241 A JP H01320241A JP 15450488 A JP15450488 A JP 15450488A JP 15450488 A JP15450488 A JP 15450488A JP H01320241 A JPH01320241 A JP H01320241A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- aggregate
- weight
- parts
- composition
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
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
を製造するのに好適なセメント組成物;およびそれを用
いたセメント成形体の製造方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention provides a cement composition suitable for manufacturing a cement composition, particularly a floor material used for decking materials for verandas and balconies, hallway materials for apartment buildings, etc. and a method for manufacturing a cement molded body using the same.
(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七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 usage standards are established when manufacturing asbestos cement molded bodies, molded bodies using asbestos-free cement compositions are currently desired due to the problem of dust generation during manufacturing 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成形性良く製造す
る方法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. The object of the present invention is to provide a method for manufacturing with good moldability.
(問題点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、無機骨材、補強
繊維およびセルロース系混和剤を含有し。(Means for Solving the Problems) The cement composition of the present invention contains cement, inorganic aggregate, reinforcing fibers, and a cellulose-based admixture.
該無機骨材が粒径1〜100μmの球形骨材を主成分と
し1粒径0.01〜1μmの超微粒子骨材を含有し、そ
のことにより上記目的が達成される。The inorganic aggregate mainly contains spherical aggregate with a particle size of 1 to 100 μm and contains ultrafine particle aggregate with a particle size of 0.01 to 1 μm, 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が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.
セメント組成物に含有される無機骨材は粒径が1〜10
0μmの球形骨材を主成分とし、さらに粒径0.01〜
1μmの超微粒子骨材が含有される。無機骨材のうち球
形骨材としては、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)1球形ケイ酸カルシウ
ム(シリコンメタル。The inorganic aggregate contained in the cement composition has a particle size of 1 to 10
The main component is 0μm spherical aggregate, and the particle size is 0.01~
Contains 1 μm ultrafine particle aggregate. Among inorganic aggregates, spherical aggregates include: fly ash (pulverized coal combustion ash collected in dust collectors of coal-fired power plants), 1 spherical calcium silicate (silicon metal);
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。超微粒子骨材としては、上記粒径を有する無機質
粒子であって、後述の成形工程において細密充填構造を
形成し得、かつ硬化工程においてポゾラン反応を起こす
ような粒子が用いられる。そのような超微粒子骨材とし
ては、マイクロシリカ、シリカヒユーム(いずれもフェ
ロシリコンの製造時に副生ずる):天然ポゾラン、珪藻
土。(a by-product during the production of ferrosilicon, etc.) is suitable. As the ultrafine aggregate, used are inorganic particles having the above-mentioned particle size, which can form a close-packed structure in the forming process described below, and which can cause a pozzolanic reaction in the curing process. Such ultrafine particle aggregates include microsilica, silica hume (both produced as by-products during the production of ferrosilicon), natural pozzolan, and diatomaceous earth.
シリカフラワー、エアロジルなどが好適である。Silica flour, Aerosil, etc. are suitable.
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5〜100重量部の割合で含有され。The inorganic aggregate is contained in the cement composition at a ratio of 5 to 100 parts by weight per 100 parts by weight of the cement.
該無機骨材中に上記超微粒子骨材が1〜20重量%の割
合で含をされる。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。さらに上記超微粒子骨材が過少であると
得られる成形体の空隙が大きくなるため2強度が低下す
る。逆に過剰であると押出成形に適した流動性を確保す
るために混水量が増大し1強度が低下する。The above-mentioned ultrafine particle aggregate is contained in the inorganic aggregate in a proportion of 1 to 20% by weight. 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. Furthermore, if the amount of the ultrafine aggregate is too small, the voids in the resulting molded product will become large, resulting in a decrease in strength. On the other hand, if it is excessive, the amount of mixed water increases to ensure fluidity suitable for extrusion molding, resulting in a decrease in strength.
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、繊維状ウォラスナイトなどが利用され得る
。有機繊維の素材としては。Reinforcing fibers are used to improve the bending strength and impact strength of the resulting molded product. For example, organic fibers, pulp, fibrous wallasnite, etc. can be used. As an organic fiber material.
ビニロン、ポリプロピレン、ポリエチレン、アクリル系
樹脂、アラミド、ポリエステル、カーボンなど耐アルカ
リ性の素材が好適である。補強繊維の直径は1〜100
μm、繊維長は3〜20胴が適当である。この補強繊維
はセメント100重量部に対し0.2〜10重量部の割
合で組成物中に含有される。Alkali-resistant materials such as vinylon, polypropylene, polyethylene, acrylic resin, aramid, polyester, and carbon are suitable. The diameter of the reinforcing fiber is 1 to 100
The suitable fiber length is 3 to 20 μm. The reinforcing fibers are contained in the composition in an amount of 0.2 to 10 parts by weight per 100 parts by weight of cement.
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。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 the amount of reinforcing fibers is too small, the strength of the resulting molded product will decrease. 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5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しては、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。The cellulose-based admixture is used for the purpose of imparting a certain degree of viscosity and improving fluidity when extruding the 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.
本発明方法により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、無機骨材。In order to produce a cement molded body by the method of the present invention, a process similar to conventional cement extrusion molding can be adopted. For example, first of all, the above cement and inorganic aggregate.
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。Tri-blend the reinforcing fibers and cellulosic admixture. An appropriate amount of water is added to the mixture for wet blending, and then thorough kneading is performed using a kneader.
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4
0〜60°C4湿度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、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。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 produced under predetermined conditions (for example, at a temperature of 4
It is cured by being allowed to stand (curing) for 4 to 48 hours at 0 to 60° C. (90 to 100% humidity). General-purpose equipment may be used for all of the above blending step, kneading step, and extrusion molding step.
(作用)
本発明方法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は充分な流UJ性を有し、
流速が均一となりかつ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のうち球形骨
材が加圧下においてベアリングの効果を示すこと;およ
び■超微粒子骨材が含有されるため混練物は揺変性(チ
キソトロピー)を有し、加圧下においては流動性が良好
であり、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。混練物はセルロース系
混和剤を含有するため、適当な粘度が付与される。複雑
な異形断面形状を有する金型により成形が行われる場合
にも、脱水工程を必要とせず、容易に成形が行われる。(Function) When the above cement composition is extruded by the method of the present invention, the kneaded material has sufficient flowability in the extruder,
The flow rate becomes uniform and the extruded uncured molded product has sufficient shape retention until curing progresses. These good properties are due to the fact that: - Among the inorganic aggregates in the cement composition, spherical aggregates exhibit a bearing effect under pressure; This is thought to be mainly due to the fact that the material has good fluidity under pressure, and has sufficient shape retention after extrusion. Since the kneaded material contains a cellulose-based admixture, an appropriate viscosity is imparted to the kneaded material. Even when molding is performed using a mold having a complex irregular cross-sectional shape, the molding can be easily performed without requiring a dehydration step.
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
補強繊維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な
どに好適に利用される。The extruded uncured molded product has good shape retention and does not deform before it hardens. Since the obtained cured molded product contains reinforcing fibers, the molded product has sufficient strength and impact resistance. Such molded bodies are suitably used as flooring materials for houses.
本発明によれば、このように、従来の石綿繊維を使用す
ることなく床材に適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 suitable for flooring 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 present invention will be explained below using examples.
(八)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
(アイリッヒミキサー;日本アイリンヒ社eA)に入れ
11000rpで2分間混合した。これに水を加え、
800rpmで約1分間混合した後、オーガー式混練機
(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。(8) Preparation of a plastic kneaded product: The components of the cement composition of the above formulation other than water were placed in a mixer (Eirich Mixer; Japan Eirich Co., Ltd. eA) and mixed for 2 minutes at 11,000 rpm. Add water to this,
After mixing at 800 rpm for about 1 minute, the mixture was sufficiently kneaded using an auger kneader (MP-100 model; 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:(八)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15胴)が取り付けられた真空押出成形機(MV−F
M−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 (8) was processed using a vacuum extrusion molding machine ( MV-F
M-A-1; manufactured by Miyazaki Tekko Co., Ltd.) hopper.
押出し成形により巾250mm、厚さ15 mm 、長
さ50crn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6
0秒間に吐出された長さ(cm/m1n)を測定し2次
式により算出した。A flat sample having a width of 250 mm, a thickness of 15 mm, and a length of 50 crn was prepared by extrusion molding. 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 amount of extrusion per unit time is 6
The length (cm/m1n) discharged in 0 seconds was measured and calculated using a quadratic formula.
T:単位時間あたりの押出量(f/l+r)α:金型出
口の断面積(cffl)
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12時間保
持(1次養生)シ、さらに20°Cの水中へ約4週間浸
漬した。T: Extrusion amount per unit time (f/l+r) α: Cross-sectional area of mold exit (cffl) β: Length of extruded flat sample (cm/min) The above uncured molded body was kept at room temperature for 5 hours. After leaving it (preface) at
It was held in an atmosphere of 50'C and R1195% or more for 12 hours (first curing), and then immersed in water at 20°C for about 4 weeks.
(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7cm、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115cm、内奥部の幅方向寸法は9.5cm、
そして深さは5cmである。別に(B)−を項と同様の
方法で押出成形にて未硬化の長板状セメント成形体(2
5cmX 1.5cmX35cm)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s12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/cJ、 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)-2 Preparation of a molded body having an 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 7 cm, the widthwise dimension of the bottom surface is 9cm, and the height is 5cm. The width direction dimension of the opening of the concave groove part of the outer mold 12 is 115 cm, the width direction dimension of the inner deep part is 9.5 cm,
And the depth is 5cm. Separately, (B)- was extrusion molded in the same manner as in Section 2.
5cm x 1.5cm x 35cm) was obtained. As shown in FIG. 1(a), this uncured long plate-shaped cement molded body 3 is placed on a pair of support plates 21 and 22 facing each other across the protrusion of the inner mold 11 in the width direction. Each side is placed s12, and as shown in FIG. 1(b), press (
(pressure 10 kg/cJ, 10 seconds), 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[1(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 2nd [1(a) and (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巾25mm、長さ240mm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
央部にオートグラフ(島津製作所製)を用い。Performance evaluation of (C)-1 molded product: Cut the immersed sample obtained in section (B)-1 into 25 mm width and 240 mm length (cut perpendicular to the extrusion direction) L, gear at 105°C After drying in an oven for about 48 hours, it was allowed to cool to room temperature. This sample was supported at intervals of 200 mm, and an autograph (manufactured by Shimadzu Corporation) was used in the center.
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、浸漬後のサンプルを巾2
50mm、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。この
サンプルを平坦な川砂上に載置し。Bending strength was measured by applying force at a bending speed of 2.5 mm/min (bending strength test). Separately, put the sample after soaking into a width 2
It was cut into pieces of 50 mm and length 250 mm (cut perpendicular to the extrusion direction) and subjected to oven treatment in the same manner as above. Place this sample on flat river sand.
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。A 1 kg steel ball was dropped onto the center of the sample 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.
(CL2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。(Performance evaluation of CL2 molded body: (B) The cured molded body 31 obtained in Section 2 was cut into a length of 30 cm perpendicular to the longitudinal direction, and the depth of the recess was ) was measured using calipers.The results are shown in the table below.
実施斑又
フライアッシュの量を30重量部とし、マイクロシリカ
の量を5重量部とし、そして、水の量を32重計部とし
たこと以外は実施例1と同様である。The procedure was the same as in Example 1 except that the amount of fly ash was 30 parts by weight, the amount of microsilica was 5 parts by weight, and the amount of water was 32 parts by weight.
その結果を下表に示す。以下、実施例3〜4および比較
例1〜2の結果もあわせて下表に示す。The results are shown in the table below. The results of Examples 3 and 4 and Comparative Examples 1 and 2 are also shown in the table below.
実施±1
マイクロシリカの量を5重量部とし、そして水の量を3
5重量部とし、さらに補強繊維としてポリプロピレン繊
維(直径43μm、長さlQmm) 1重量部を使用し
たこと以外は実施例1と同様である。Implementation ±1 The amount of microsilica was 5 parts by weight, and the amount of water was 3 parts by weight.
5 parts by weight, and further used 1 part by weight of polypropylene fibers (diameter 43 μm, length 1Q mm) as reinforcing fibers.
災隻炭↓
マイクロシリカの量を2重量部とし、水の量を38重量
部とし、さらにポリプロピレン繊維1重量部を使用した
こと以外は実施例1と同様である。The same as Example 1 except that the amount of microsilica was 2 parts by weight, the amount of water was 38 parts by weight, and 1 part by weight of polypropylene fiber was used.
、比2較−例」−
マイクロシリカを使用しなかったこと以外は実施例1と
同様である。, Comparison 2 Comparison - Example'' - Same as Example 1 except that no microsilica was used.
止較炭叢
フライアッシュを使用せず、マイクロシリカの量を50
重量部とし、そして水の量を35重量部としたこと以外
は実施例1と同様に押出成形を試みた。The amount of micro silica is 50% without using coal fly ash.
Extrusion molding was attempted in the same manner as in Example 1 except that the amount of water was 35 parts by weight.
しかし、押出機内で発熱して固化し、金型部分で詰まり
、成形が不能であった。However, it generated heat in the extruder and solidified, clogging the mold and making molding impossible.
(以下余白)
表から3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(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。水
和のため長期間水に浸漬しても変形することがない。(Leaving space below) From the table, it can be seen that when using the composition of the present invention, a cement molded product can be obtained by extrusion molding.The obtained uncured molded product has excellent shape retention and hardened The molded product obtained by this process has excellent bending strength and impact resistance.Because it is hydrated, it does not deform even when immersed in water for a long period of time.
(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1例えば集合住
宅のデツキ材、m下材などの床材として好適に用いられ
る。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
。(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 a flooring material such as a decking material or a flooring material for an apartment complex. 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“単な云゛日
第1図(a)〜(C)は2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. ``Simple day'' Figures 1 (a) to (C) 2 are explanations showing an example of the process of press working an uncured long plate-shaped cement molded body obtained by extrusion molding using the present invention. 2, and FIGS. 2(a) and 2(b) are a perspective view and a 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.
以上that's all
Claims (1)
混和剤を含有するセメント組成物であって、該無機骨材
が粒径1〜100μmの球形骨材を主成分とし、粒径0
.01〜1μmの超微粒子骨材を含有する、セメント組
成物。 2、前記セメント100重量部に対し、無機骨材が5〜
100重量部の割合で含有され、該無機骨材の1〜20
重量%が前記超微粒子骨材である、特許請求の範囲第1
項に記載の組成物。[Scope of Claims] 1. A cement composition containing cement, inorganic aggregate, reinforcing fibers, and a cellulose admixture, wherein the inorganic aggregate is mainly composed of spherical aggregate with a particle size of 1 to 100 μm, Particle size 0
.. A cement composition containing ultrafine aggregate of 01 to 1 μm. 2. 5 to 5 parts of inorganic aggregate per 100 parts by weight of the cement
Contained in a proportion of 100 parts by weight, 1 to 20 parts of the inorganic aggregate
Claim 1, wherein the weight % is the ultrafine particle aggregate.
The composition described in Section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63154504A JPH0832581B2 (en) | 1988-06-22 | 1988-06-22 | Cement composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63154504A JPH0832581B2 (en) | 1988-06-22 | 1988-06-22 | Cement composition |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01320241A true JPH01320241A (en) | 1989-12-26 |
| JPH0832581B2 JPH0832581B2 (en) | 1996-03-29 |
Family
ID=15585688
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63154504A Expired - Fee Related JPH0832581B2 (en) | 1988-06-22 | 1988-06-22 | Cement composition |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0832581B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03261638A (en) * | 1990-03-12 | 1991-11-21 | Onoda Cement Co Ltd | Hydraulic cement |
| EP0746531A4 (en) * | 1993-03-12 | 1996-09-25 | Fernandez Garcia Juan Antonio | Cement composition for modelling |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5930664A (en) * | 1982-08-10 | 1984-02-18 | Matsushita Electric Works Ltd | Dressing method of grinder |
| JPS5988355A (en) * | 1982-11-12 | 1984-05-22 | 東北電力株式会社 | Manufacture of super high strength cement hardened body |
| JPS60191074A (en) * | 1984-03-13 | 1985-09-28 | 松下電工株式会社 | Manufacture of inorganic cured body |
| JPS60191047A (en) * | 1984-03-13 | 1985-09-28 | 松下電工株式会社 | Manufacture of cement lightweight cured body |
| JPS61174159A (en) * | 1985-01-25 | 1986-08-05 | 松下電工株式会社 | Cementitious forming material |
| JPS63123851A (en) * | 1986-11-11 | 1988-05-27 | フクビ化学工業株式会社 | Cement composition for extrusion molding |
-
1988
- 1988-06-22 JP JP63154504A patent/JPH0832581B2/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5930664A (en) * | 1982-08-10 | 1984-02-18 | Matsushita Electric Works Ltd | Dressing method of grinder |
| JPS5988355A (en) * | 1982-11-12 | 1984-05-22 | 東北電力株式会社 | Manufacture of super high strength cement hardened body |
| JPS60191074A (en) * | 1984-03-13 | 1985-09-28 | 松下電工株式会社 | Manufacture of inorganic cured body |
| JPS60191047A (en) * | 1984-03-13 | 1985-09-28 | 松下電工株式会社 | Manufacture of cement lightweight cured body |
| JPS61174159A (en) * | 1985-01-25 | 1986-08-05 | 松下電工株式会社 | Cementitious forming material |
| JPS63123851A (en) * | 1986-11-11 | 1988-05-27 | フクビ化学工業株式会社 | Cement composition for extrusion molding |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03261638A (en) * | 1990-03-12 | 1991-11-21 | Onoda Cement Co Ltd | Hydraulic cement |
| EP0746531A4 (en) * | 1993-03-12 | 1996-09-25 | Fernandez Garcia Juan Antonio | Cement composition for modelling |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0832581B2 (en) | 1996-03-29 |
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