JPS6357378B2 - - Google Patents

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Publication number
JPS6357378B2
JPS6357378B2 JP6039680A JP6039680A JPS6357378B2 JP S6357378 B2 JPS6357378 B2 JP S6357378B2 JP 6039680 A JP6039680 A JP 6039680A JP 6039680 A JP6039680 A JP 6039680A JP S6357378 B2 JPS6357378 B2 JP S6357378B2
Authority
JP
Japan
Prior art keywords
cement
product
fired
metal wire
kneaded
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.)
Expired
Application number
JP6039680A
Other languages
Japanese (ja)
Other versions
JPS56160366A (en
Inventor
Hidenori Yachi
Eiji Kimura
Shozo Harada
Tetsuya Koide
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.)
Inax Corp
Original Assignee
Inax Corp
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 Inax Corp filed Critical Inax Corp
Priority to JP6039680A priority Critical patent/JPS56160366A/en
Publication of JPS56160366A publication Critical patent/JPS56160366A/en
Publication of JPS6357378B2 publication Critical patent/JPS6357378B2/ja
Granted legal-status Critical Current

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

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明は、機械的強度において優れたセメント
焼成製品の製造方法に関する。 〔従来技術とその問題点〕 従来、機械的強度に優れたセメント製品として
広く知られたものに、プレストレストを利用した
所謂プレストレストコンクリート部材がある。該
プレストレストコンクリート部材は、鋼線または
鋼棒を高引張り応力の生起する状態に保持してコ
ンクリート中に埋め込み、コンクリート部分が固
化するまで養生することによつて得られる。この
ようにして得られたプレストレストコンクリート
部材は、埋め込まれた鋼線又は鋼棒の端部より、
長手方向中央部向けの圧縮応力が掛かるため、見
掛上の引張強度が増加すると共に、曲げ強度も増
加するなどの利点がある。然しながら、コンクリ
ート部分が完全に固化するまで、埋設された鋼線
又は鋼棒に張力を付加した状態で保持するための
大がかりな装置が必要である。そのうえ、コンク
リート部分と鋼線又は鋼棒との接着は、専らコン
クリート部分の乾燥固化に依拠せざるを得ず、そ
の接着力は充分なものとはいえない。これを補う
ため、鋼線又は鋼棒の表面に凹凸を形成する等の
余分な措置を講じておく必要があつた。 その外の従来技術としては、本出願人の出願に
係る特開昭52−121019号公報に記載のものがあ
る。該公報に記載の技術は、所要量のセメント,
骨材,水等よりなる混練物を所定の形状に成形
し、該セメント成形物を適宜の温度で焼成し、そ
の後に水和硬化させるものである。このようにし
て得られたセメント製品は、通常のセメント製品
に比して極めて優れた機械適強度を有してはいる
ものの、引張強度や曲げ強度において、前記プレ
ストレストコンクリート部材には及ばなかつた。 〔問題解決手段とその作用〕 本発明は、従来技術が有する前記の問題点を解
決する目的のもとに創作されたものであつて、そ
のために講じられた手段は、所要量のセメントと
水,要すれば骨材,補強材,混和材等を保形性の
存し得る程度に混練し、その混練物中に金属線を
埋設して該混練物を任意形状に成形し、この成形
物の表面に施釉し、この施釉成形物を焼成処理
し、得られたセメント混練焼成物を水和処理し、
前記焼成処理と水和処理を経ることによつてセメ
ント混練焼成物とその内部に埋設された金属線と
の間で膨張しようとする力と収縮しようとする力
とを拘束状態に保持させたことにある。 上記解決手段からも明らかな如く、金属線埋設
のセメント焼成製品を製造する過程中に、焼成処
理工程と水和処理工程とを採用したところに特徴
がある。即ち、焼成処理工程においては、混練成
形物中に埋設されている金属線が伸長するのに対
して、該金属線を包み込んでいるセメント混練成
形物は収縮し、このような現象の中で金属線とセ
メント混練成形物とは強固に接着する。そして焼
成後の冷却期には金属線は収縮しようとし、その
後の水和処理工程においては、セメント混練焼成
物が膨張しようとする。しかし、セメント混練焼
成物とその内部に埋設された金属線とは強固に接
着されて拘束状態にあるから、両者間には膨張し
ようとする力と収縮しようとする力とが拮抗した
状態で保持されるようになる。しかも、金属線は
焼成時にその表面が粗面化され、他方金属線を包
み込んでいるセメント混練成形物は焼成処理時に
大きな収縮を伴つて固化するから、金属線とセメ
ント混練焼成物との接着は極めて強力である。か
くして本発明によつて得られたセメント焼成製品
(以下、本発明焼成製品という)は優れた機械的
強度を発現する。 〔実施例〕 まず、ポルトランドセメント,アルミナセメン
ト,高炉スラグセメント又は混合セメント等のセ
メントと水と、必要に応じて珪砂等の骨材,耐ア
ルカリガラス繊維等の補強材,減水剤等の混和剤
の一種若しくは二種以上を保形性の存し得る程度
に混練する。 次に、この混練物中に金属線を埋設し、押し出
し成形方法によつて、第1図や第2図に示す如き
形状の成形物を得る。この場合の押し出し成形に
は、例えば、特公昭53−22082号公報に開示され
たものの如く、混練物の内部に補強用心材の包み
込んで同時に押し出す成形方法や型押成形方法等
が用いられる。第1図に示した成形物1は、断面
矩形の板状に成形したものの一例である。該板状
成形物1の中には、矩形断面の両端寄りに軟鋼
線,硬鋼線又はピアノ線等の金属線2,2が包み
込まれている。金属線2を板状成形物1の中に包
み込む際には、金属線2に対して張力をかけるよ
うなことはしない。この点が従来の所謂プレスト
レストコンクリート部材の場合とは全く異なつて
いる。第2図に示した成形物1は、軸線方向の中
央部に貫通孔3を形成しつつ、断面角管状に成形
したものの一例である。該角管状成形物1の中に
は、角形断面の四隅寄りに金属線2,2,2,2
が埋め込まれている。第1図に図示のものも、第
2図に図示のものも、共に薄肉に形成している。
これは後に行われる水和処理工程において、水和
反応の浸透を良好ならしめるためである。ここに
薄肉とは、例えば塀の横築等に利用されている従
来のコンクリートブロツク等に比べて薄い、ある
いは細いことを意味する。このような薄肉は、焼
成処理と水和処理によつてもたらされる効果の発
現に寄与すると共に、本発明焼成製品の軽量化に
も寄与する。成形物1の形状は第1図や第2図に
示すものに限らず、例えば、断面が12×25(mm)
の太さをした棒状成形物であつてもよい。勿論、
断面形状については、それが円形,正方形,矩形
その他の多角形等どのような形状であつてもよ
い。尚、埋設される金属線2については、埋設時
に張力を加える必要がないから、それが直線状で
あると曲線状であるとを問わないし、表面は焼成
時に粗面化されるか殊更凹凸を形成する必要もな
く、更には製品寸法の大小に拘りなく適用可能で
ある。 次いで、成形物1には釉薬が施される。第1図
に示す板状成形物1のように、貫通孔3を設けな
いものについては、本発明焼成製品の使用時に外
観される部分だけに施釉するとか、施釉した部分
と施釉しない部分とを交互配置するようにする。
第2図に示す貫通孔3を設けたものについては、
該貫通孔3の内面を除く略々全表面に釉薬4を施
すものとする。用いられる釉薬の種類は、生釉,
フリツト釉,揮発釉等任意のものでもよい。その
施釉方法としては、スプレー掛け、浸し掛け、塗
り掛け等の湿式法又は乾式法更にはガス法等、成
形物の表面に釉薬を付着せしめる方法であればい
ずれの方法でもよい。なお、特殊な施釉方法とし
て、セメント混練物中へ予め可溶性塩類や釉薬を
添加して混和成形し、次工程の焼成工程中に前記
の添加剤を焼成物の表面に滲出させる自己施釉方
法を実施してもよい。 その次に、施釉された成形物を焼成処理する。
施釉された成形物を焼成する場合の焼成温度及び
焼成時間は、施された釉薬4や埋設された金属線
2の種類に応じて定められるが、通常650℃乃至
900℃で5分乃至180分間焼成する。なお、金属線
2は耐熱性,強度の点から硬鋼線やピアノ線とす
るのが望ましい。 更に次いで、この焼成物を水和処理によつて硬
化させる。貫通孔3が設けられ、該貫通孔3以外
の略々全面が施釉された焼成物(例えば第2図に
示す形状のもの)を水和処理する場合は、施釉さ
れていない貫通孔3の内面部分から水和硬化に必
要な水が供給される。従つて、施釉表面が焼成に
よつて透水性を殆ど有しないガラス質の膜で被わ
れていても、焼成物を水和硬化させるには何等支
障はなく、十分な強度を発現させることができる
のである。なお、貫通孔3を有しない焼成物(例
えば、第1図に示す形状のもの)を水和処理する
場合、非施釉面から水和硬化用の水が供給され
る。 〔発明の効果〕 以上の如くにして製造された本発明焼成製品
は、その機械的強度において、従来のセメント製
品よりも著しく優れている。このことを明らかに
するため、いろいろな種類の従来品と本発明焼成
製品について曲げ強度の対比試験を行つた。その
試験条件と結果は以下に示すとおりである。 () 本発明焼成製品である試験片Aは、以下
に示す条件の下で製造した。 ポルトランドセメント(O.P.C):珪砂:
減水剤:水の割合を1:0.667:0.015:0.35
(重量比)に調合し、更に適宜量のガラス繊
維を添加して混練する。 この混練物を型押成形法によつて、第1図
に示す如き大きさ(k1=120mm,k2=50mm,k3
=10mm)の板状に成形し、直径2mmの2本の金
属線(ピアノ線)2を、図示の如く左右側端面
1a,1bから夫々k4=10mm且つ上面1c及び
下面1dから夫々k5=5mmの位置に、板状の長
尺方向に沿つて平行に埋設し、2日間静置した
後脱型する。 この脱型した成形物を850℃で20分間焼成
する。 この焼成物を28日間水中養生する。 () 従来品の試験片Bの条件 混練条件は試験片Aと同一 成形条件はピアノ線を埋設しない事以外は
試験片Aと同一 焼成は行わない 水中養生条件は試験片Aと同一 () 従来品の試験片Cの条件 混練条件は試験片Aと同一 成形条件はピアノ線を埋設しない以外は試
験片Aと同一 焼成条件は試験片Aと同一 水中養生条件は試験片Aと同一 () 従来品の試験片Dの条件 混練条件は試験片Aと同一 成形条件は試験片Aと同一 焼成は行わない 水中養生条件は試験片Aと同一 これ等の試験片A,B,C,Dの曲げ強度を、
Tensilon UTM―1―2500試験機により、スパ
ン間隔100mm、荷重速度1mm/minの試験条件の
下に曲げ強度を測定した。その結果を表に示
す。
[Industrial Field of Application] The present invention relates to a method for producing a fired cement product having excellent mechanical strength. [Prior Art and its Problems] Conventionally, so-called prestressed concrete members using prestressing have been widely known as cement products with excellent mechanical strength. The prestressed concrete member is obtained by holding a steel wire or steel rod in a state where a high tensile stress occurs, embedding it in concrete, and curing the concrete part until it hardens. The prestressed concrete member obtained in this way is
Since compressive stress is applied to the central portion in the longitudinal direction, there are advantages such as an increase in apparent tensile strength and an increase in bending strength. However, extensive equipment is required to hold the buried steel wire or rod under tension until the concrete section has completely set. Moreover, the adhesion between the concrete part and the steel wire or steel rod must rely exclusively on drying and hardening of the concrete part, and the adhesion strength cannot be said to be sufficient. To compensate for this, it was necessary to take extra measures such as forming irregularities on the surface of the steel wire or steel rod. Other prior art techniques include those described in Japanese Patent Application Laid-open No. 121019/1983 filed by the present applicant. The technology described in the publication requires the required amount of cement,
A kneaded material made of aggregate, water, etc. is molded into a predetermined shape, the cement molded product is fired at an appropriate temperature, and then hydrated and hardened. Although the cement product thus obtained had extremely superior mechanical strength compared to ordinary cement products, it was not as good as the prestressed concrete member in terms of tensile strength and bending strength. [Problem-solving means and their effects] The present invention was created with the aim of solving the above-mentioned problems of the prior art, and the means taken for that purpose are: , If necessary, aggregates, reinforcing materials, admixtures, etc. are kneaded to the extent that shape retention is possible, and a metal wire is embedded in the kneaded material to form the kneaded material into an arbitrary shape. The surface of the cement is glazed, the glazed molded product is fired, and the resulting cement kneaded and fired product is hydrated.
Through the firing treatment and hydration treatment, the forces that tend to expand and contract between the cement kneaded and fired product and the metal wire buried therein are held in a restrained state. It is in. As is clear from the above solution, the method is characterized in that a firing treatment process and a hydration treatment process are employed during the process of manufacturing a cement fired product with embedded metal wires. That is, in the firing process, the metal wire embedded in the kneaded molded product expands, while the cement kneaded molded product surrounding the metal wire contracts, and in this phenomenon, the metal wire The wire and the cement kneaded molding are strongly bonded. During the cooling period after firing, the metal wire tends to contract, and in the subsequent hydration process, the cement kneaded and fired product tends to expand. However, since the cement kneaded and fired product and the metal wire buried inside are strongly bonded and restrained, the forces that try to expand and the forces that try to contract are balanced between them. will be done. Moreover, the surface of the metal wire is roughened during firing, and the cement kneaded molded product surrounding the metal wire hardens with large shrinkage during the firing process, so the adhesion between the metal wire and the cement kneaded and fired product is difficult. Extremely powerful. Thus, the cement fired product obtained according to the present invention (hereinafter referred to as the fired product of the present invention) exhibits excellent mechanical strength. [Example] First, cement such as Portland cement, alumina cement, blast furnace slag cement, or mixed cement, and water, and if necessary, an admixture such as aggregate such as silica sand, reinforcing material such as alkali-resistant glass fiber, and water reducing agent, etc. One or more of these are kneaded to the extent that shape retention is possible. Next, a metal wire is embedded in this kneaded material, and a molded product having a shape as shown in FIGS. 1 and 2 is obtained by an extrusion molding method. For extrusion molding in this case, for example, a molding method such as that disclosed in Japanese Patent Publication No. Sho 53-22082, in which a reinforcing core material is wrapped inside the kneaded material and extruded at the same time, or a molding method is used. The molded product 1 shown in FIG. 1 is an example of a plate-shaped product having a rectangular cross section. In the plate-shaped molded product 1, metal wires 2, 2, such as mild steel wire, hard steel wire, or piano wire, are wrapped around both ends of the rectangular cross section. When wrapping the metal wire 2 in the plate-shaped molded product 1, no tension is applied to the metal wire 2. This point is completely different from the case of conventional so-called prestressed concrete members. The molded product 1 shown in FIG. 2 is an example of a product molded into a rectangular tubular shape with a through hole 3 formed in the center in the axial direction. Inside the rectangular tubular molded product 1, there are metal wires 2, 2, 2, 2 near the four corners of the rectangular cross section.
is embedded. Both the one shown in FIG. 1 and the one shown in FIG. 2 are formed thin.
This is to ensure good penetration of the hydration reaction in the subsequent hydration treatment step. Here, thin means that it is thinner or thinner than conventional concrete blocks used for horizontal construction of walls, for example. Such a thin wall contributes to the expression of the effects brought about by the firing treatment and the hydration treatment, and also contributes to reducing the weight of the fired product of the present invention. The shape of the molded product 1 is not limited to that shown in Figures 1 and 2, and for example, the cross section is 12 x 25 (mm).
It may be a rod-shaped molded product with a thickness of . Of course,
The cross-sectional shape may be any shape such as circular, square, rectangular, or other polygonal shape. As for the metal wire 2 to be buried, since there is no need to apply tension at the time of burying, it does not matter whether it is straight or curved, and the surface should be roughened during firing or not particularly uneven. There is no need to form the same, and furthermore, it can be applied regardless of the size of the product. Next, the molded article 1 is glazed. For plate-shaped molded products 1 shown in FIG. 1 that do not have through-holes 3, glaze is applied only to the parts that are visible when the fired product of the present invention is used, or glazed and unglazed parts are separated. Arrange them alternately.
Regarding the one provided with the through hole 3 shown in Fig. 2,
The glaze 4 is applied to substantially the entire surface of the through hole 3 except for the inner surface thereof. The types of glazes used are raw glaze,
Any glaze such as fritted glaze or volatile glaze may be used. The glazing method may be any method that allows the glaze to adhere to the surface of the molded product, such as a wet method such as spraying, dipping, or painting, or a dry method, or a gas method. In addition, as a special glazing method, we carry out a self-glazing method in which soluble salts and glaze are added to the cement mixture in advance, the mixture is molded, and the additives are oozed out onto the surface of the fired product during the next firing process. You may. Next, the glazed molded product is fired.
The firing temperature and firing time when firing a glazed molded product are determined depending on the applied glaze 4 and the type of buried metal wire 2, but are usually 650°C to 650°C.
Bake at 900°C for 5 to 180 minutes. Note that the metal wire 2 is preferably made of hard steel wire or piano wire in terms of heat resistance and strength. Furthermore, this fired product is hardened by hydration treatment. When hydrating a fired product that has through holes 3 and is glazed on almost the entire surface other than the through holes 3 (for example, the shape shown in FIG. 2), the inner surface of the unglazed through holes 3 The water necessary for hydration curing is supplied from the part. Therefore, even if the glazed surface is covered with a glassy film that has almost no water permeability due to firing, there is no problem in hydrating and hardening the fired product, and sufficient strength can be developed. It is. Note that when hydrating a fired product that does not have through-holes 3 (for example, one having the shape shown in FIG. 1), water for hydration and hardening is supplied from the non-glazed surface. [Effects of the Invention] The fired product of the present invention produced as described above is significantly superior in mechanical strength to conventional cement products. In order to clarify this, a comparative test of bending strength was conducted on various types of conventional products and fired products of the present invention. The test conditions and results are shown below. () Test piece A, which is a fired product of the present invention, was manufactured under the conditions shown below. Portland cement (OPC): Silica sand:
Water reducing agent:water ratio 1:0.667:0.015:0.35
(weight ratio), and further add an appropriate amount of glass fiber and knead. This kneaded material was molded using a die-pressing method to obtain a shape as shown in Fig. 1 (k 1 = 120 mm, k 2 = 50 mm, k 3
= 10 mm), and two metal wires (piano wires) 2 with a diameter of 2 mm are k 4 = 10 mm from the left and right end surfaces 1a and 1b, respectively, and k 5 from the top surface 1c and bottom surface 1d, respectively. The plate was buried parallel to the longitudinal direction of the plate at a distance of 5 mm, and was left to stand for 2 days before being removed from the mold. This demolded molded product is baked at 850°C for 20 minutes. This fired product is cured in water for 28 days. () Conditions for conventional test piece B Kneading conditions are the same as test piece A Molding conditions are the same as test piece A except that the piano wire is not buried Baking is not performed Underwater curing conditions are the same as test piece A () Conventional Conditions for test piece C: Kneading conditions are the same as test piece A. Molding conditions are the same as test piece A, except that the piano wire is not buried. Firing conditions are the same as test piece A. Underwater curing conditions are the same as test piece A. () Conventional Conditions for test piece D: Kneading conditions are the same as test piece A. Molding conditions are the same as test piece A. No baking. Underwater curing conditions are the same as test piece A. Bending of these test pieces A, B, C, and D. strength,
The bending strength was measured using a Tensilon UTM-1-2500 testing machine under test conditions of a span interval of 100 mm and a loading rate of 1 mm/min. The results are shown in the table.

【表】 上記に示す如く、本発明焼成製品たる試験片A
の曲げ強度は、従来品の試験片B,C,Dの曲げ
強度に比して著しく向上しており、しかもこの強
度の増加は当業者の予想を遥かに超えるものであ
る。 上記表の試験結果について、ピアノ線を埋設
したか否かの観点から検討すると、ピアノ線を埋
設した試験片Dの曲げ強度は161Kg/cm2であり、
ピアノ線を埋設しない試験片Bの曲げ強度は90
Kg/cm2であるから、ピアノの埋設による曲げ強度
の増加分は71Kg/cm2である。また、焼成処理をし
たか否かの観点から検討すると、焼成処理をした
試験片Cの曲げ強度は123Kg/cm2であり、焼成処
理をしない試験片Bの曲げ強度は90Kg/cm2である
から、焼成処理による曲げ強度の増加分は33Kg/
cm2である。従つて、ピアノ線の埋設と焼成処理と
を併せ実施するとすれば、予想される曲げ強度の
増加分は前記71Kg/cm2と33Kg/cm2との和に相当す
る104Kg/cm2程度となるのが一般である。しかる
に、試験片Bに対する関係において、ピアノ線の
埋設と焼成処理とを併せ実施した点で異なる試験
片Aの曲げ強度は28Kg/cm2であるるから、試験片
Bの曲げ強度との差は実に193Kg/cm2である。こ
の値を前記の予想増加分104Kg/cm2と比較すると
約1.9倍にも達している。これによつて本発明焼
成製品は、驚くべき強度の向上を示すものである
ことがわかる。 本発明焼成製品が前記の如き優れた高強度を示
す所以は、金属線の埋設と焼成処理及び水和処理
との相乗効果によるものであるが、そのメカニズ
ムは次の如くであると考えられる。即ち、焼成処
理を実施した際に金属線表面が粗面化するなどに
よつて活性化し、金属線はセメント混練物と強固
に接着する。また焼成処理は、成形後のセメント
混練物が未だに完全に硬化しない状態で行われる
から、その時のセメント混練物は大きく収縮す
る。しかし、焼成処理時には金属線は伸長する。
このような状態において金属線とセメント混練物
とが強固に接着する。その後焼成が終つて冷却期
に入ると金属線は縮小し、水和処理時にはセメン
ト混練焼成物は逆に膨張しようとする。しかし、
セメント混練焼成物とその内部に埋設されている
金属線とは乾固に接着されているから、両者間の
膨張しようとする力と収縮しようとする力とは拮
抗した拘束状態に保持される。このような一連の
作用によつて本発明焼成製品の強度は予想外に向
上することとなる。また、上記の拮抗する拘束状
態は、本発明焼成製品に施された釉面に貫入が発
生するのを防止する。 本発明焼成製品は、前記の如く機械的強度が優
れているから、従来のセメント焼成製品では考え
も及ばなかつた用途に利用することができる。即
ちその一例を挙げれば、公園や庭園の内外及び家
屋の周囲その他に設けられるフエンスの構成部材
として利用することができる。 第3図及び第4図は、本発明焼成製品よりなる
部材によつて組立てられたフエンスを示すもので
ある。該フエンスを構成する部材としては、第2
図に示す如く貫通孔3が設けられ、該貫通孔3以
外の略々全面が施釉4された棒状,板状等の形状
をした薄肉状セメント焼成物本体5(第2図参
照)が用いられる。該薄肉状セメント焼成物本体
5の中には、前述の如き金属線2が埋設される。
それは例えば第2図に示す如く、貫通孔3の四隅
部と対応する位置に4本の金属線2が等配して埋
設されいるものとする。しかしその本数について
は任意である。図示例のフエンスは、このような
セメント焼成物本体5よりなる多数の縦桟部材6
を相互に適宜の間隔l,m又はnをおいて枠部材
7等により配列固定して組立てられたものであ
る。第4図のフエンスは、断面屋根形及び断面矩
形の比較的大形材を枠部材7とし、短冊状板を縦
桟部材6としたものを組立てた例である。 以上本発明の効果を総括すると次の如くであ
る。即ち、本発明焼成製品は貫通孔を設けたり薄
肉状に成形できるため、軽量かつ安価な建築用部
材として用うることができる。しかも表面には釉
薬が施され、該釉薬面は貫入の発生が防止されて
いるから美麗かつ耐候性に富んでいる。更にセメ
ント混練焼成物とその内部に埋設された金属線と
は強固に接着され、かつ両者間の膨張しようとす
る力と収縮しようとする力が互いに拮抗した拘束
状態に保持されるから、この種製品に見られない
抜群の強度を発揮する。本発明焼成製品は、例え
ば公園や庭園の内外を区画したり、邸宅の外郭を
囲繞するフエンスの構成部材として利用すること
ができるが、この場合の本発明焼成製品になる部
材は、相互間に適宜の間隔を置いて配列固定し得
るから、風通しもよい。そして従来品の欠点、例
えば、コンクリートブロツク塀における見栄の悪
さ、風通しの悪さ、地震の際の危険性等の如き欠
点、スプリツトンブロツクや擬石等における長期
にわたる美観維持の難しさ,重量が大きいことに
よる取扱いの困難性等の如き欠点、セラミツクブ
ロツクにおける施工時の乾燥手間,寸法精度の悪
さ,高価で重い等の如き欠点、塗装金属フエンス
における耐候性の悪さ,錆が発生し易い等の如き
欠点、アルミ製フエンスにおける色調の乏しさ,
高価なこと等の如き欠点は、悉く解消されるに至
つている。このようにして本発明は、従来の焼成
製品では予想もできなかつたフエンス等の組立て
に使用し得る部材を提供することができるという
優れた効果を奏するものである。
[Table] As shown above, test piece A is a fired product of the present invention.
The bending strength of the specimens was significantly improved compared to that of the conventional specimens B, C, and D, and this increase in strength far exceeded the expectations of those skilled in the art. Examining the test results in the table above from the perspective of whether piano wire was buried or not, the bending strength of test specimen D with piano wire buried was 161 kg/cm 2 ,
The bending strength of test specimen B without piano wire buried is 90
Kg/cm 2 , the increase in bending strength due to burying the piano is 71 Kg/cm 2 . Furthermore, when considering whether or not firing treatment was performed, the bending strength of test piece C that was fired was 123 kg/ cm2 , and the bending strength of test piece B that was not fired was 90 kg/ cm2 . Therefore, the increase in bending strength due to firing treatment is 33Kg/
cm2 . Therefore, if the burying of the piano wire and the firing treatment are carried out together, the expected increase in bending strength will be about 104 Kg/cm 2 , which corresponds to the sum of the above-mentioned 71 Kg/cm 2 and 33 Kg/cm 2 . This is common. However, in relation to test piece B, the bending strength of test piece A, which is different in that the piano wire was buried and the firing process was performed, is 28 kg/ cm2 , so the difference from the bending strength of test piece B is In fact, it is 193Kg/cm 2 . Comparing this value with the above-mentioned predicted increase of 104 Kg/cm 2 , it reaches about 1.9 times. This shows that the fired product of the present invention shows a surprising improvement in strength. The reason why the fired product of the present invention exhibits the excellent high strength as described above is due to the synergistic effect of the embedding of the metal wire, the firing treatment, and the hydration treatment, and the mechanism is thought to be as follows. That is, when the firing treatment is carried out, the surface of the metal wire is roughened and activated, and the metal wire is firmly bonded to the cement mixture. Furthermore, since the firing treatment is carried out in a state where the cement kneaded material after molding has not yet completely hardened, the cement kneaded material at that time shrinks significantly. However, the metal wire stretches during the firing process.
In such a state, the metal wire and the cement mixture are firmly bonded. Thereafter, when the firing is finished and the cooling period begins, the metal wire shrinks, and during the hydration treatment, the cement kneaded and fired product tends to expand. but,
Since the cement kneaded and fired product and the metal wire buried therein are bonded to each other in a dry and solid manner, the forces that tend to expand and the forces that tend to contract between them are balanced and held in a restrained state. Through this series of actions, the strength of the fired product of the present invention is unexpectedly improved. Moreover, the above-mentioned competing restraint conditions prevent penetration from occurring on the glaze surface applied to the fired product of the present invention. Since the fired product of the present invention has excellent mechanical strength as described above, it can be used in applications unimaginable with conventional cement fired products. That is, to give one example, it can be used as a constituent member of fences installed inside and outside parks and gardens, around houses, and other areas. 3 and 4 show a fence assembled from members made of the fired product of the present invention. The members constituting the fence include the second
As shown in the figure, a thin-walled cement fired product body 5 (see Figure 2) in the shape of a rod, plate, etc. is used, which is provided with a through hole 3 and has a glaze 4 on almost the entire surface other than the through hole 3. . The metal wire 2 as described above is embedded in the thin cement fired product body 5.
For example, as shown in FIG. 2, it is assumed that four metal wires 2 are equally distributed and buried in positions corresponding to the four corners of the through hole 3. However, the number is arbitrary. The fence in the illustrated example has a large number of vertical beam members 6 made of such a fired cement body 5.
They are assembled by arranging and fixing them with a frame member 7 or the like at an appropriate distance l, m, or n from each other. The fence shown in FIG. 4 is an example in which a relatively large frame member 7 with a roof-shaped cross section and a rectangular cross section is used as the frame member 7, and a vertical bar member 6 is used as a strip-shaped plate, which are assembled. The effects of the present invention can be summarized as follows. That is, since the fired product of the present invention can be provided with through holes or formed into a thin wall shape, it can be used as a lightweight and inexpensive construction member. Furthermore, the surface is glazed and the glazed surface is prevented from penetrating, making it beautiful and highly weather resistant. Furthermore, the cement kneaded and fired product and the metal wire buried inside are strongly bonded, and the expansion force and contraction force between them are maintained in a restrained state that is balanced against each other. Demonstrates outstanding strength not found in other products. The fired product of the present invention can be used, for example, to divide the inside and outside of a park or garden, or as a component of a fence that surrounds the exterior of a mansion. Since the arrangement can be fixed at appropriate intervals, ventilation is also good. Also, there are disadvantages of conventional products, such as unsightly appearance in concrete block walls, poor ventilation, danger during earthquakes, etc., difficulty in maintaining the aesthetic appearance over a long period of time in spritzstone blocks and pseudostones, and large weight. Disadvantages such as difficulty in handling with ceramic blocks, disadvantages such as drying time during construction, poor dimensional accuracy, high price and weight of ceramic blocks, and disadvantages such as poor weather resistance and easy rusting of painted metal fences. , poor color tone in aluminum fence,
All of the drawbacks such as high cost have been eliminated. In this way, the present invention has an excellent effect in that it can provide a member that can be used for assembling fences, etc., which could not be expected with conventional fired products.

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

図面はいずれも本発明の実施例を説明するため
のものであつて、第1図は断面矩形をした板状成
形物の斜視図、第2図は貫通孔を設けた断面角管
状成形物の一部切欠斜視図、第3図及び第4図は
本発明焼成製品になる部材を用いて組立てたフエ
ンスの一部切欠斜視図である。 1……成形物、2……金属線、3……貫通孔、
4……釉薬、5……薄肉セメント焼成物本体、6
……縦桟部材、7……枠部材。
The drawings are for explaining embodiments of the present invention, and FIG. 1 is a perspective view of a plate-shaped molded product with a rectangular cross section, and FIG. 2 is a perspective view of a tubular molded product with a rectangular cross section provided with a through hole. 3 and 4 are partially cutaway perspective views of a fence assembled using members that become the fired product of the present invention. 1...Molded product, 2...Metal wire, 3...Through hole,
4... Glaze, 5... Thin cement fired product body, 6
... Vertical beam member, 7... Frame member.

Claims (1)

【特許請求の範囲】[Claims] 1 所要量のセメントと水、要すれば骨材、補強
材、混和材等を保形性の存し得る程度に混練し、
この混練物中に金属線を埋設して該混練物を任意
形状に成形し、この成形物の表面に施釉し、この
施釉成形物を焼成処理し、得られたセメント混練
焼成物を水和処理し、前記焼成処理と水和処理を
経ることによつてセメント混練焼成物とその内部
に埋設された金属線との間で膨張しようとする力
と収縮しようとする力とを拘束状態に保持させる
ことを特徴とするセメント焼成製品の製造方法。
1. Knead the required amount of cement and water, as well as aggregates, reinforcing materials, admixtures, etc. to the extent that shape retention is possible.
A metal wire is embedded in this kneaded product, the kneaded product is formed into an arbitrary shape, the surface of this molded product is glazed, the glazed molded product is fired, and the obtained cement kneaded and fired product is hydrated. By going through the firing treatment and hydration treatment, the forces that tend to expand and the forces that tend to contract between the cement kneaded fired product and the metal wire buried therein are held in a restrained state. A method for producing a fired cement product, characterized by:
JP6039680A 1980-05-06 1980-05-06 Cement baked product, its manufacture and fence Granted JPS56160366A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6039680A JPS56160366A (en) 1980-05-06 1980-05-06 Cement baked product, its manufacture and fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6039680A JPS56160366A (en) 1980-05-06 1980-05-06 Cement baked product, its manufacture and fence

Publications (2)

Publication Number Publication Date
JPS56160366A JPS56160366A (en) 1981-12-10
JPS6357378B2 true JPS6357378B2 (en) 1988-11-11

Family

ID=13140945

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6039680A Granted JPS56160366A (en) 1980-05-06 1980-05-06 Cement baked product, its manufacture and fence

Country Status (1)

Country Link
JP (1) JPS56160366A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58150057U (en) * 1982-03-11 1983-10-07 株式会社イナックス Fuens
JPS61134206A (en) * 1984-12-03 1986-06-21 株式会社イナックス Manufacture of glazed cement product

Also Published As

Publication number Publication date
JPS56160366A (en) 1981-12-10

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