JPH0335276B2 - - Google Patents

Info

Publication number
JPH0335276B2
JPH0335276B2 JP61238001A JP23800186A JPH0335276B2 JP H0335276 B2 JPH0335276 B2 JP H0335276B2 JP 61238001 A JP61238001 A JP 61238001A JP 23800186 A JP23800186 A JP 23800186A JP H0335276 B2 JPH0335276 B2 JP H0335276B2
Authority
JP
Japan
Prior art keywords
mortar
concrete
glazed
mixture
molded body
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 - Lifetime
Application number
JP61238001A
Other languages
Japanese (ja)
Other versions
JPS6395180A (en
Inventor
Hiromi Fujiwara
Mitsuomi Kaneko
Makoto Yokoyama
Kozo Mukai
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.)
National Institute of Advanced Industrial Science and Technology AIST
Original Assignee
Agency of Industrial Science and Technology
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 Agency of Industrial Science and Technology filed Critical Agency of Industrial Science and Technology
Priority to JP23800186A priority Critical patent/JPS6395180A/en
Publication of JPS6395180A publication Critical patent/JPS6395180A/en
Publication of JPH0335276B2 publication Critical patent/JPH0335276B2/ja
Granted legal-status Critical Current

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Description

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

イ 産業上の利用分野 本発明は、施釉コンクリート成形体の製造方法
の改良に関する。 ロ 従来技術 従来、施釉コンクリート成形体は耐久性がよく
美麗であることから、建材特に外装材用として注
目されている。 該施釉コンクリート成形体の製造方法として
は、まず型枠にコンクリート混練物を流し込み、
振動成形し、脱型乾燥し下地コンクリート硬化体
をつくる。次に該コンクリート硬化体の表面に施
釉するが、一般にコンクリート硬化体の表面には
多数の気孔があり、そのまま施釉すると該表面の
気孔から施釉層を貫通してピンホールができる。
これを外装材として用いた場合、該ピンホールか
ら雨水が侵入したり、あるいはピンホール部分に
色彩上の差が現われ美観を損ねる等の欠点があつ
た。 そこで、ピンホールを生じさせないために、コ
ンクリート硬化体の表面にある気孔を埋める作業
即ち目止め作業が行われていた。目止めする場合
の材料としては、セメントと鉱物質微粉末との混
合物あるいは釉薬そのものが使われる。目止めし
た後施釉し、施釉コンクリート成形体を製造して
いた。 ハ 発明が解決しようとする問題点 しかし、従来この目止め作業は人手によつて行
われていたため、コンクリート硬化体表面に多数
分散している気孔を、完全に目止めすることが出
来なかつたため、施釉した場合完全にピンホール
をなくすことが出来ないという欠点があつた。 ニ 問題点を解決するための手段 本発明者等は、上記欠点を解決するため、表面
に気孔のないコンクリート硬化体をつくる方法に
ついて研究した結果、特殊な配合のモルタル混練
物を振動成形することにより型枠と接するモルタ
ルの表面には気孔が生じず、該表面に施釉すると
ピンホールのない施釉コンクリート成形体が得ら
れるとの知見を得て、本発明を完成させた。 即ち、本発明は、水セメント比(W/C)50〜
100%、砂セメント比(S/C)160〜420%のモ
ルタル混練物を型枠に流し込み、振動により締め
固め、浮き水を排出し表層モルタルを成形後、そ
の上に裏打ちコンクリートを成形し、脱型乾燥し
た後、該表層モルタルを施釉することを特徴とす
る施釉コンクリート成形体の製造方法にある。 以下、本発明を詳細に説明する。 本発明において、モルタル混練物をつくるため
の原料は、通常用いられているモルタル原料がそ
のまま使用出来る。 即ち、セメントとしてはポルトランドセメン
ト、混合セメント等が、砂としては川砂、海砂、
砕砂、人工軽骨、シヤモツト、抗火石等が挙げら
れる。 裏打ちコンクリート混練物をつくるための原料
としては、セメント及び砂は前記モルタル混練物
用の原料が挙げられ、粗骨材としては川砂利、砕
石、人工軽量骨材等が挙げられる。なお、該コン
クリート混練物中に、一般のコンクリートに用い
られている混和材料、例えば強度増伸材、高性能
減水剤、増粘剤、消泡剤、繊維類等を適宜配合す
ることは差し支えない。 次に、これら原料の配合割合について述べる。 モルタル混練物の場合、セメントの配合割合は
少なくとも振動締め固めをした際、砂と砂との空
間にセメントが充満する量であるのが好ましい。
混練水は、モルタル混練物中の気泡が、振動締め
固めの際容易に抜けるように、比較的多く加える
ことが必要である。 具体的に数値で示すと、W/C=50〜100%、
S/C=160〜420%であり、好ましくはW/C=
60〜80%、S/C=200〜300%である。 W/Cが50%以下、S/Cが160%以下である
と、締め固めが充分にできず、W/Cが100%以
上、S/Cが420%以上であると、貧配合のため
砂と砂との間にセメント粒子が充分に行き渡らず
かつ水が多すぎて、強度が弱くなり実用的でな
い。 コンクリート混練物の原料の配合割合は、施釉
コンクリート成形体に要望される強度によつて決
められるものであり特に限定されない。 次に製造方法について述べる。 砂、セメント、水を前記比率で配合混合したの
ち型枠に流し込み、該型枠をバイブレーターで振
動を加えモルタル混練物を締め固める。振動によ
つて表面に浮き立た浮き水やセメントペーストは
型枠内から除去する。以上の操作で表層モルタル
が成形される。通常、表層モルタルの厚みは3〜
5mmが好ましい。 一方、裏打ち用コンクリート混練物を準備して
おき、成形された表層モルタルの上に該混練物を
打ち継ぎ、適宜振動をかける等して締め固める。 以上の如くしてモルタルとコンクリートの一体
物を通常の方法で養生して硬化させた後、脱型乾
燥し成形体を得る。該成形体のモルタル面に慣用
の方法で施釉する。かくしてピンホールのない美
麗な施釉面を有する施釉コンクリート成形体が得
られる。 以下、本発明を実施例によつて説明する。 ホ 実施例 実施例、比較例 第1表及び第2表に示す原料、配合割合でモル
タル及びコンクリート混練物をそれぞれ混練して
造つた。 モルタル混練物を、予め用意しておいた100×
100×4cmの型枠に厚さ5mmになるように流し込
み、1分間振動締め固めした後浮き水を除去し表
層モルタルを成形した。その後、直ちに表層モ
B. Field of Industrial Application The present invention relates to an improvement in a method for producing a glazed concrete molded body. B. Prior Art Conventionally, glazed concrete molded bodies have been attracting attention as building materials, especially for exterior materials, because they are durable and beautiful. The method for manufacturing the glazed concrete molded body is to first pour a concrete mixture into a formwork,
Vibration molding is performed, and the mold is removed and dried to create a hardened base concrete. Next, a glaze is applied to the surface of the cured concrete. Generally, the surface of a cured concrete has many pores, and if the glaze is applied as is, pinholes will be formed from the pores on the surface and penetrate through the glazed layer.
When this material is used as an exterior material, there are drawbacks such as rainwater entering through the pinholes or differences in color appearing in the pinholes, which impairs the aesthetic appearance. Therefore, in order to prevent the formation of pinholes, work has been carried out to fill in the pores on the surface of the hardened concrete body, that is, sealing work. As a sealing material, a mixture of cement and fine mineral powder or glaze itself is used. After sealing, glazing was applied to produce glazed concrete molded bodies. C. Problems to be Solved by the Invention However, in the past, this sealing work was done manually, and it was not possible to completely seal the large number of pores dispersed on the surface of the hardened concrete. A drawback of glazing was that pinholes could not be completely eliminated. D. Means for Solving the Problems In order to solve the above-mentioned drawbacks, the inventors of the present invention conducted research on a method for producing a hardened concrete body without pores on the surface, and as a result, the present inventors developed a method of vibration-molding a mortar mixture with a special composition. As a result, the present invention was completed based on the knowledge that no pores are formed on the surface of the mortar in contact with the formwork, and that by glazing this surface, a glazed concrete molded body without pinholes can be obtained. That is, the present invention has a water-cement ratio (W/C) of 50 to
A mortar mixture of 100% and a sand-cement ratio (S/C) of 160 to 420% is poured into a formwork, compacted by vibration, floating water is discharged, and the surface mortar is formed, after which a lining concrete is formed on top of it. The present invention provides a method for producing a glazed concrete molded body, characterized in that the surface layer mortar is glazed after being removed from the mold and dried. The present invention will be explained in detail below. In the present invention, commonly used mortar raw materials can be used as they are for producing the mortar mixture. In other words, the cement used is Portland cement, mixed cement, etc., and the sand used was river sand, sea sand, etc.
Examples include crushed sand, artificial light bones, sandstone, anti-firestone, etc. Examples of raw materials for producing the lining concrete mixture include cement and sand, which are the raw materials for the mortar mixture described above, and examples of the coarse aggregate include river gravel, crushed stone, artificial lightweight aggregate, and the like. In addition, it is possible to appropriately mix admixture materials used in general concrete, such as strength extenders, high-performance water reducing agents, thickeners, antifoaming agents, fibers, etc., into the concrete mixture. . Next, the blending ratio of these raw materials will be described. In the case of a mortar mixture, the blending ratio of cement is preferably such that at least when vibration compaction is performed, the space between the sands is filled with cement.
It is necessary to add a relatively large amount of kneading water so that air bubbles in the mortar mixture can be easily removed during vibration compaction. Specifically shown in numerical values, W/C = 50 to 100%,
S/C=160-420%, preferably W/C=
60-80%, S/C=200-300%. If W/C is less than 50% and S/C is less than 160%, compaction will not be sufficient, and if W/C is more than 100% and S/C is more than 420%, it will be due to poor mix. The cement particles are not sufficiently distributed between the sands and there is too much water, which weakens the strength and makes it impractical. The blending ratio of raw materials in the concrete kneaded product is determined depending on the strength required for the glazed concrete molded body, and is not particularly limited. Next, the manufacturing method will be described. After mixing sand, cement, and water in the above ratio, they are poured into a mold, and the mold is vibrated with a vibrator to compact the mortar mixture. Floating water and cement paste that float to the surface due to vibration are removed from within the formwork. The surface mortar is formed by the above operations. Usually, the thickness of surface mortar is 3~
5 mm is preferred. On the other hand, a concrete mixture for lining is prepared in advance, and the mixture is poured onto the formed surface mortar and compacted by applying appropriate vibrations or the like. After curing and hardening the mortar-concrete unit in a conventional manner as described above, it is removed from the mold and dried to obtain a molded body. The mortar surface of the molded body is glazed by a conventional method. In this way, a glazed concrete molded body having a beautiful glazed surface without pinholes is obtained. Hereinafter, the present invention will be explained with reference to Examples. E. Examples Examples and Comparative Examples Mortar and concrete mixtures were kneaded using the raw materials and mixing ratios shown in Tables 1 and 2, respectively. Mortar mixture prepared in advance 100×
The mixture was poured into a 100 x 4 cm mold to a thickness of 5 mm, and after vibrating compaction for 1 minute, floating water was removed and a surface mortar was formed. Then, immediately

【表】【table】

【表】【table】

【表】 ルタルの上に、コンクリート混練物を成形体全体
の厚さが4cmになるように流し込み、15秒間振動
締め固めを行いモルタルとコンクリートの一体物
を得た。 該一体物を24時間気中養生し硬化させた後、脱
型し200℃で12時間乾燥し成形体を得た。 該成形体のモルタル面に、釉薬(日本琺瑯釉薬
社製、商品名「7321」)のスリツプをスプレーで
散布した後、電気炉で900℃、5時間加熱し施釉
コンクリート成形体を得た。得られた成形体の施
釉面の観察結果を、第1表に示した。 ヘ 発明の効果 コンクリートを成形後、表面を目止めして施釉
する、従来の施釉コンクリート成形体の製造方法
では、表面にピンホールが発生するのを完全に防
ぐことは出来なかつたが、特殊な配合のモルタル
を振動締め固めして表層モルタルを成形し、該モ
ルタル面に施釉することにより、ピンホールがな
い、従つて防水性能が改善され、かつ施釉面に色
むらのない施釉コンクリート成形体が得られる。
[Table] A concrete mixture was poured onto the rutar so that the total thickness of the molded product was 4 cm, and vibration compaction was performed for 15 seconds to obtain an integrated mortar and concrete product. After the integrated product was cured in the air for 24 hours, it was demolded and dried at 200° C. for 12 hours to obtain a molded product. A slip of glaze (manufactured by Nippon Horo Glaze Co., Ltd., trade name "7321") was sprayed onto the mortar surface of the molded body, and then heated in an electric furnace at 900°C for 5 hours to obtain a glazed concrete molded body. Table 1 shows the observation results of the glazed surface of the obtained molded body. F. Effects of the invention In the conventional manufacturing method of glazed concrete molded bodies, in which the surface is sealed and glazed after concrete is formed, it was not possible to completely prevent pinholes from forming on the surface. By vibrating and compacting the blended mortar to form a surface mortar, and then glazing the mortar surface, a glazed concrete molded body with no pinholes, improved waterproof performance, and no uneven color on the glazed surface can be obtained. can get.

Claims (1)

【特許請求の範囲】[Claims] 1 水セメント比50〜100%、砂セメント比160〜
420%のモルタル混練物を型枠に流し込み、振動
により締め固め、浮き水を排出し、表層モルタル
を成形後、その上に裏打ちコンクリートを成形
し、脱型乾燥した後、該表層モルタルを施釉する
ことを特徴とする施釉コンクリート成形体の製造
方法。
1 Water cement ratio 50~100%, sand cement ratio 160~
Pour the 420% mortar mixture into the formwork, compact it by vibration, drain the floating water, form the surface mortar, form the lining concrete on top of it, remove the mold and dry it, then glaze the surface mortar. A method for producing a glazed concrete molded body, characterized by:
JP23800186A 1986-10-08 1986-10-08 Manufacture of glazed concrete formed body Granted JPS6395180A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23800186A JPS6395180A (en) 1986-10-08 1986-10-08 Manufacture of glazed concrete formed body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23800186A JPS6395180A (en) 1986-10-08 1986-10-08 Manufacture of glazed concrete formed body

Publications (2)

Publication Number Publication Date
JPS6395180A JPS6395180A (en) 1988-04-26
JPH0335276B2 true JPH0335276B2 (en) 1991-05-27

Family

ID=17023655

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23800186A Granted JPS6395180A (en) 1986-10-08 1986-10-08 Manufacture of glazed concrete formed body

Country Status (1)

Country Link
JP (1) JPS6395180A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1154166A (en) * 1997-07-30 1999-02-26 Sumitomo Wiring Syst Ltd Joint device for automobile wire harness

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58176163A (en) * 1982-04-10 1983-10-15 柴田 徳人 Deformation-free glazed concrete
JPS60200878A (en) * 1984-03-23 1985-10-11 宮脇 久則 Glazed cement product and manufacture

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58176163A (en) * 1982-04-10 1983-10-15 柴田 徳人 Deformation-free glazed concrete
JPS60200878A (en) * 1984-03-23 1985-10-11 宮脇 久則 Glazed cement product and manufacture

Also Published As

Publication number Publication date
JPS6395180A (en) 1988-04-26

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