JPH0613164B2 - Manufacturing method of concrete molding - Google Patents

Manufacturing method of concrete molding

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Publication number
JPH0613164B2
JPH0613164B2 JP10471989A JP10471989A JPH0613164B2 JP H0613164 B2 JPH0613164 B2 JP H0613164B2 JP 10471989 A JP10471989 A JP 10471989A JP 10471989 A JP10471989 A JP 10471989A JP H0613164 B2 JPH0613164 B2 JP H0613164B2
Authority
JP
Japan
Prior art keywords
layer
concrete
protective layer
mold
polymer mortar
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
JP10471989A
Other languages
Japanese (ja)
Other versions
JPH02283403A (en
Inventor
資能 関根
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10471989A priority Critical patent/JPH0613164B2/en
Publication of JPH02283403A publication Critical patent/JPH02283403A/en
Publication of JPH0613164B2 publication Critical patent/JPH0613164B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は建物などの内、外壁体、擁壁ブロック、矢
板、側溝の蓋などのコンクリート成形体の製造法に関す
る。
TECHNICAL FIELD The present invention relates to a method for producing a concrete formed body such as an outer wall body, a retaining wall block, a sheet pile, and a gutter lid in a building or the like.

〈従来の技術〉 表面に立体装飾模様を有するコンクリート成形体も、そ
のような立体装飾模様を有さない平らな表面のコンクリ
ート成形体も、従来は対向した型枠の内部に縦横に鉄筋
を配筋し、それから型枠を振動機で振動しながら型枠間
に生コンを打設し、打設したコンクリートの固化により
型枠を外し、コンクリート成形体を脱型していた。
<Prior art> Both concrete molded products with a three-dimensional decorative pattern on the surface and flat molded concrete products without such a three-dimensional decorative pattern have conventionally been arranged with vertical and horizontal reinforcing bars inside facing molds. Then, the concrete was placed between the forms while vibrating the form with a vibrator, and the form was removed by the solidification of the placed concrete, and the concrete compact was demolded.

〈発明が解決しようとする課題〉 製造すべき成形体が大型である場合、型枠の振動下に生
コンを打設しても生コン中の気泡や、余剰水分は生コン
打設面から上に出にくゝ、特に成形体の表面(その成形
体を眺める垂直な外面)が立体装飾模様を有し、一方の
型枠の垂直な内面が上記模様を表現するための凹凸した
雌型になっている場合はその傾向が大である。これによ
って、成形体の表面には残存した空気による気泡や、水
アバタが生じ、外観を損じると共に、コンクリート層内
部に生じた水泡は寒冷地では凍結融解の繰り返しにより
成形体を内部から破損することさえある。
<Problems to be solved by the invention> When the molded product to be manufactured is large, even if the fresh concrete is placed under the vibration of the mold, the bubbles and excess water in the ready-mixed concrete come out from the surface of the ready-mixed concrete. Niku, especially the surface of the molded body (the vertical outer surface looking at the molded body) has a three-dimensional decorative pattern, and the vertical inner surface of one of the molds becomes an uneven female mold for expressing the above pattern. If so, the tendency is large. As a result, air bubbles and water avatars are left on the surface of the molded body, which impairs the appearance and water bubbles generated inside the concrete layer may damage the molded body from the inside due to repeated freezing and thawing in cold regions. Even there.

又、型枠間の内部に縦横に配筋する鉄筋には、型枠の内
面からの距離をほゞ一定に保つためプラスチック製の歯
車形ないし爪車形のスペーサを嵌め、該スペーサの外周
の歯ないし爪を型枠の内面に当接するため、その歯ない
し爪が成形体の表面に露出し、成形体の表面の外観を損
なうと共に、プラスチックとコンクリートでは温度によ
る膨張率、収縮率が異なるのでスペーサとコンクリート
の間に亀裂が生じ、そこから水分が入って鉄筋を腐食さ
せたり、その水分の凍結融解の繰返しで成形体が破損す
る虞がある。
In addition, a plastic gear-shaped or ratchet-shaped spacer made of plastic is fitted to the reinforcing bars that are arranged vertically and horizontally inside the mold to keep the distance from the inner surface of the mold almost constant. Since the teeth or claws come into contact with the inner surface of the mold, the teeth or claws are exposed on the surface of the molded body, impairing the appearance of the surface of the molded body, and plastic and concrete have different expansion and contraction rates due to temperature. There is a risk that a crack will occur between the spacer and the concrete and moisture will enter from there to corrode the reinforcing bar, or the molded body will be damaged by repeated freezing and thawing of the moisture.

〈課題を解決するための手段〉 そこで本発明のコンクリート成形体の製造法は、成形体
の表面を形成する型枠の内面にセメント用ポリマーエマ
ルジョン接着剤と減水剤で混練したポリマーモルタルを
吹付けて表面層を作り、次いで同じポリマーモルタルに
繊維を混合して混練した繊維入りポリマーモルタルを吹
付け或いは流し込んで前記表面層の裏に所定厚さの保護
層を作り、該保護層の硬化後、鉄筋に取付けたスペーサ
を前記保護層の裏に当接することにより鉄筋を保護層の
裏から離して縦横に配筋し、それから生コンクリートを
打設し、前記表面層、保護層と生コンによるコンクリー
ト層を一体化することを特徴とする。
<Means for Solving the Problem> Therefore, in the method for producing a concrete molded body of the present invention, a polymer mortar kneaded with a polymer emulsion adhesive for cement and a water reducing agent is sprayed on the inner surface of a mold forming the surface of the molded body. To form a surface layer, then spraying or pouring fiber-containing polymer mortar mixed with the same polymer mortar and kneaded to form a protective layer of a predetermined thickness on the back of the surface layer, after curing the protective layer, By placing a spacer attached to the reinforcing bar on the back of the protective layer, the reinforcing bar is separated from the back of the protective layer to arrange longitudinally and laterally, and then concrete is poured, and the surface layer, the protective layer and the concrete layer made of ready-mixed concrete. It is characterized by integrating.

そして、成形体の表面に立体装飾模様を表現するには、
成形すべき表面を形成する型枠の内面を、該表面に表現
する立体装飾模様の雌型にすればよい。
And to express a three-dimensional decorative pattern on the surface of the molded body,
The inner surface of the mold forming the surface to be molded may be a female mold having a three-dimensional decorative pattern expressed on the surface.

〈実施例〉 第1図において、1は大形のL字形断面形状の擁壁を成
形するための外型1で、該擁壁の垂直部を成形する垂直
型枠部2と、水平部を成形する水平型枠部3からなり、
擁壁の垂直部の外面には立体装飾模様を表現するため前
記垂直型枠部2の垂直壁2aの内面2′は上記立体装飾模
様の雌型になっていて凹凸している。尚、上記外型1の
垂直型枠部2は上面と背面(右面)が開放し、水平型枠
部3は上面が開放している。
<Embodiment> In FIG. 1, reference numeral 1 denotes an outer mold 1 for molding a large L-shaped retaining wall having a vertical frame 2 for molding a vertical portion of the retaining wall and a horizontal portion. It consists of a horizontal mold part 3 for molding,
In order to express a three-dimensional decorative pattern on the outer surface of the vertical portion of the retaining wall, the inner surface 2'of the vertical wall 2a of the vertical frame 2 has a female shape of the above-mentioned three-dimensional decorative pattern and is uneven. The upper and rear surfaces (right surface) of the vertical frame 2 of the outer mold 1 are open, and the upper surface of the horizontal frame 3 is open.

擁壁を成形するにはセメントと砂をセメント用ポリマー
エマルジョン接着剤、例えばエポキシ系エマルジョン接
着剤、アクリル系エマルジョン接着剤、酢酸ビニール系
エマルジョン接着剤などで均一に混練したのち、減水剤
(流動化剤とも称する。)を加えて更に混練し、こうし
てできたポリマーモルタルをポンプで吹付けガンに圧送
し、該ガンに供給される圧縮空気で垂直型枠部の垂直壁
の内面2′の全体に吹付け、表面層4を作る。この吹付
けの際、ポリマーモルタルは空気を巻込むが垂直型枠部
の内面に衝突して空気を発散するため内面2′との境界
に気泡を生じることはない。又、減水剤を混合してある
ため含水率は少なくても流動性はあり、吹付けに適する
と共に、余剰水分を含まないため水泡も生じない。尚、
吹付けに先立ち垂直型枠部の垂直壁の内面2′にはシリ
コンオイルなどの離型剤を塗布して置く。
To mold the retaining wall, cement and sand are uniformly kneaded with a polymer emulsion adhesive for cement, such as epoxy emulsion adhesive, acrylic emulsion adhesive, vinyl acetate emulsion adhesive, and then water reducing agent (fluidizing agent). (Also referred to as an agent) and further kneaded, and the polymer mortar thus obtained is pumped by a pump to a gun, and compressed air supplied to the gun is applied to the entire inner surface 2'of the vertical wall of the vertical mold part. Spray and make the surface layer 4. During this spraying, the polymer mortar entrains air, but collides with the inner surface of the vertical mold part and emits air, so that no bubbles are generated at the boundary with the inner surface 2 '. Further, since a water reducing agent is mixed, it has fluidity even if the water content is small, and it is suitable for spraying, and since it does not contain excess water, no blistering occurs. still,
Prior to spraying, a mold release agent such as silicone oil is applied and placed on the inner surface 2'of the vertical wall of the vertical mold part.

垂直型枠部の垂直壁の内面全体に一回吹付けるポリマー
モルタルの厚さは2〜3mm程度であって、表面層4はそ
の一回の吹付けで作ってもよいし、数回吹付けて作って
もよい。
The thickness of the polymer mortar sprayed once on the entire inner surface of the vertical wall of the vertical mold part is about 2 to 3 mm, and the surface layer 4 may be formed by one spray or several sprays. You can make it.

通常のセメント、水、砂を配合したモルタルをこのよう
に薄く吹付けると、急激に乾燥してドライアウト現象が
発生し固まらなくなるが、セメントをポリマーエマルジ
ョン接着剤と混練すると型枠内面2′との接着力が高ま
る他に、吹付けた層の表面に樹脂の被膜が生じ、この被
膜が急激な乾燥を防止するため、ドライアウト現象の発
生がない。
Spraying a thin layer of mortar containing ordinary cement, water, and sand in this way causes it to dry rapidly and cause a dry-out phenomenon, which prevents it from solidifying.However, when the cement is kneaded with a polymer emulsion adhesive, the inner surface of the mold becomes 2 '. In addition to the increase in the adhesive strength, the resin film is formed on the surface of the sprayed layer, and the film prevents abrupt drying, so that the dry-out phenomenon does not occur.

次に、同じポリマーモルタルにガラス繊維、炭素繊維、
金属繊維、樹脂繊維、アラミド繊維等を混合した繊維入
りポリマーモルタルを表面層4の裏に吹付けて付着さ
せ、補強層5を作る。
Next, glass fiber, carbon fiber,
A polymer mortar containing fibers mixed with metal fibers, resin fibers, aramid fibers, etc. is sprayed on the back surface of the surface layer 4 to be adhered to form the reinforcing layer 5.

この繊維入りポリマーモルタルを調整するには、繊維と
セメント用ポリマーエマルジョン接着剤を混合し、繊維
束(マルチフィラメント)を構成する繊維の間隙に接着
剤を浸透させることによって繊維の一本宛を接着剤で被
覆し、繊維をセメントのアリカリ性から保護し、こうし
て得た接着剤と繊維の混合体にセメントと砂を加えて均
一に混練したのち、更に減水剤を加え混練する。
To prepare this fiber-containing polymer mortar, the fibers are mixed with a polymer emulsion adhesive for cement, and the adhesive is permeated into the interstices between the fibers that make up the fiber bundle (multifilament) to bond the individual fibers. The mixture is coated with an agent to protect the fibers from the alkalinity of the cement, cement and sand are added to the mixture of the adhesive and the fibers thus obtained, and the mixture is uniformly kneaded, and then a water reducing agent is further added and kneaded.

表面層4の裏に付着した繊維入りポリマーモルタルによ
る補強層5は、混合した繊維により表面層4の機械的性
質を改善し、例えば建物の壁体を構築するために型枠を
移動して建て込む際に型枠の内面に付着した表面層4が
欠けたり、割れたりするのを防止したり、次に鉄筋を縦
横に配筋する際に表面層に鉄筋が触れて表面層が欠けた
り、割れたりするのを防止する。表面層4の厚さは約2
〜5mm、補強層5の厚さは3〜10mm位であり、補強層5
も一回の吹付け厚さは2〜3mmにし、一回の吹付けで作
るか、或いは数回の吹付けで作る。
The reinforcing layer 5 made of fiber-containing polymer mortar attached to the back of the surface layer 4 improves the mechanical properties of the surface layer 4 by the mixed fibers, for example, by moving the formwork to construct a building wall. When inserting, the surface layer 4 attached to the inner surface of the formwork is prevented from being chipped or cracked, and when the reinforcing bars are next arranged longitudinally and laterally, the reinforcing layers touch the surface layer and the surface layer is chipped, Prevents cracking. The thickness of the surface layer 4 is about 2
~ 5 mm, the thickness of the reinforcing layer 5 is about 3 ~ 10 mm, the reinforcing layer 5
Also, the spray thickness of one time is 2-3 mm, and it is made by one spray or several sprays.

セメントと砂に対するセメント用ポリマーエマルジョン
接着剤の使用量は、該接着剤が含有する樹脂の濃度を基
準に定める。
The amount of the polymer emulsion adhesive for cement used with respect to cement and sand is determined based on the concentration of the resin contained in the adhesive.

例えばセメント1に対し砂0.6を配合し、その100重
量部に対してポリマーエマルジョン接着剤が樹脂の濃度
48%である場合は約20重量部を使用し、又、減水剤は3
重量部、繊維入りポリマーモルタルにするために使用す
る繊維は3〜5重量部である。
For example, cement 0.6 is mixed with sand 0.6, and 100 parts by weight of the polymer emulsion adhesive has a resin concentration of 100 parts by weight.
If it is 48%, use about 20 parts by weight, and use 3% water reducing agent.
Parts by weight, 3 to 5 parts by weight of fibers are used to make the fiber-containing polymer mortar.

尚、補強層5は、好ましくは表面層4の固化前に吹付け
るが、勿論、表面層の固化後に吹付けてもよい。
The reinforcing layer 5 is preferably sprayed before the surface layer 4 is solidified, but may of course be sprayed after the surface layer is solidified.

こうして補強層5を作り、それが固化したら鉄筋6にプ
ラスチック製の歯車形ないし爪車形のスペーサ7を嵌
め、該スペーサ7の外周を補強層5の裏面に当接して鉄
筋6を縦横に配筋し、鉄筋の交叉部を溶融圧接で結合
し、それから外側1の垂直型枠部2の背面と、水平型枠
部3の上面を内型枠8で塞ぎ、垂直型枠部2の開放した
上面から生コン9を打設し、固化させる(第2図)。
In this way, when the reinforcing layer 5 is solidified, a plastic gear-shaped or ratchet-shaped spacer 7 is fitted on the reinforcing bar 6, and the outer periphery of the spacer 7 is brought into contact with the back surface of the reinforcing layer 5 to arrange the reinforcing bar 6 vertically and horizontally. Reinforcing, joining the crossovers of the rebars by melt pressure welding, and then closing the back surface of the vertical mold part 2 on the outside 1 and the upper surface of the horizontal mold part 3 with the inner mold part 8 and opening the vertical mold part 2. The ready-mixed concrete 9 is cast from the upper surface and solidified (FIG. 2).

垂直型枠部2の垂直壁2aに対する内型枠8の垂直壁8′
の連結は、当初に垂直壁2aに周知のコーンなどで取付け
て置いたパレータ10を、垂直壁8′にバタ材を介し周知
リブ座金、フォームタイ等で取付けた軸足ボルト11をジ
ョイントナット12等で連結して行う。又、外型枠1の水
平型枠部3の内部にも鉄筋6を縦横に配筋し、その交叉
部を結合するが、この水平型枠部3で成形される擁壁ブ
ロックの底部下面はブロックを眺める場合の表面にはな
らないので鉄筋に嵌めたスペーサ7は水平型枠部3の底
面に当接して配筋する。
Vertical wall 8'of inner mold 8 with respect to vertical wall 2a of vertical mold 2
For the connection, the palletizer 10 originally attached to the vertical wall 2a by a well-known cone or the like is placed, and the shaft foot bolt 11 attached to the vertical wall 8'by a well-known rib washer, foam tie or the like via a flap material is used to joint nut 12. And so on. Further, the reinforcing bars 6 are arranged vertically and horizontally inside the horizontal form part 3 of the outer formwork 1 and the crossing parts thereof are joined together. The bottom surface of the bottom of the retaining wall block formed by the horizontal form part 3 is Since the surface does not become the surface when the block is viewed, the spacer 7 fitted to the reinforcing bar contacts the bottom surface of the horizontal form part 3 to arrange the bar.

そして、打設した生コン9が固化したら型枠1,8を脱
型し、軸足ボルト11とコーンを撤去し、撤去した跡をモ
ルタルで埋めて補修する。
Then, when the cast ready-mixed concrete 9 is solidified, the molds 1 and 8 are demolded, the shaft foot bolts 11 and the cones are removed, and the removed traces are filled with mortar for repair.

表面層4を着色するにはポリマーモルタルに所望の色彩
の顔料を混合し、又、花崗岩等の天然石に似させるには
石英、鉱滓の微粒子等をポリマーモルタルに混合する。
In order to color the surface layer 4, a pigment of a desired color is mixed with the polymer mortar, and in order to mimic natural stone such as granite, fine particles of quartz, slag, etc. are mixed with the polymer mortar.

上述した実施例の外型枠はブロックの表面を形成する内
面2aを直立した垂直壁2′に有するため補強層5を吹付
けで作ったが補強層5は長し込みで作ってもよい。
Since the outer formwork of the above-described embodiment has the inner surface 2a forming the surface of the block on the upright vertical wall 2 ', the reinforcing layer 5 is formed by spraying, but the reinforcing layer 5 may be formed by lengthening.

第3図の型枠13は例えば建物の壁体の外面或いは内面を
形成するためのもので、その内面13′は壁体に表現すべ
き立体装飾模様の雌型になっていて凹凸している。
The formwork 13 shown in FIG. 3 is used to form, for example, the outer surface or the inner surface of the wall of a building, and the inner surface 13 'is a female mold of a three-dimensional decorative pattern to be expressed on the wall and is uneven. .

この型枠13は図示の如く床に水平に置き、内面13′にポ
リマーモルタルを吹付けて表面層14を作る。それから繊
維入りポリマーモタルを長し込んで補強層15を前記表面
層14の上に作る。この補強層15は、吹付けで作らないた
め、最初から所定厚さの補強層が得られるように繊維入
りポリマーモルタルを必要量流し込めばよい。
The formwork 13 is placed horizontally on the floor as shown and the inner surface 13 'is sprayed with polymer mortar to form a surface layer 14. Then, a reinforcing layer 15 is formed on the surface layer 14 by incorporating a fiber-containing polymer mortar. Since the reinforcing layer 15 is not formed by spraying, it suffices to pour the required amount of the fiber-containing polymer mortar so that the reinforcing layer having a predetermined thickness can be obtained from the beginning.

そして、補強層15の固化後に建物壁体を構築すべき現場
に運搬し、垂直に建て込み、前述したように補強層15の
裏に鉄筋に嵌めたスペーサを当接して鉄筋を縦横に配筋
し、その交叉部を結合し、対となる型枠の軸足ボルトを
セパレータ10、ジョイントナット12などで連結し、両型
枠の間隔に生コンを打設して固める。
After the reinforcement layer 15 is solidified, it is transported to the site where the building wall is to be constructed, and it is built vertically, and as described above, the spacer fitted to the reinforcing bar is abutted on the back of the reinforcing layer 15 to arrange the reinforcing bar vertically and horizontally. Then, the intersecting parts are joined, the shaft foot bolts of the pair of molds are connected by the separator 10, the joint nut 12, etc., and the ready-mixed concrete is set in the space between both molds to harden.

表面層14は補強層15で保護されているため、型枠13を現
場に運搬し、垂直に建て込む際に欠けたり、割れたりす
ることがない。
Since the surface layer 14 is protected by the reinforcing layer 15, it will not be chipped or cracked when the formwork 13 is transported to the site and vertically assembled.

<発明の効果> 本発明によればコンクリート成形体の表面はポリマーモ
ルタルで形成され、気泡、水アバタを生じることがな
い。そして、成形体の内部に埋殺される鉄筋に嵌めたス
ペーサは成形体の表面に出ないため表面の体裁を損じな
いと共に、鉄筋を腐食させたり、成形体を内部から破損
させる水分の内部浸入を完全に防止できる。
<Effect of the Invention> According to the present invention, the surface of the concrete molded body is formed of polymer mortar, and bubbles and water avatars are not generated. And since the spacer fitted to the reinforcing bar that is buried inside the molded body does not appear on the surface of the molded body, it does not damage the appearance of the surface, and it also prevents the infiltration of moisture that corrodes the reinforcing bar or damages the molded body from the inside. Can be completely prevented.

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

図面は本発明の実施例を示すもので、第1図はL形擁壁
ブロック成形用型枠の内面に表面層と補強層の作った状
態の断面図、第2図は第1図の型枠に生コンを打設した
状態の断面図、第3図は第2図のIII−IIIでの拡大断面
図、第4図は建物の壁体成形用型枠の内面に表面層と補
強層を作った状態の断面図である。 図中、2,13は型枠、2′,13′はその内面、4,14は
表面層、5,15は補強層、6は鉄筋、7はスペーサ、9
は生コンを示す。
The drawings show an embodiment of the present invention. FIG. 1 is a cross-sectional view showing a state in which a surface layer and a reinforcing layer are formed on the inner surface of an L-shaped retaining wall block molding frame, and FIG. 2 is a mold of FIG. Sectional view of the ready-mixed concrete placed in the frame, Figure 3 is an enlarged sectional view taken along the line III-III in Figure 2, and Figure 4 shows the surface layer and the reinforcement layer on the inner surface of the building wall molding formwork. It is sectional drawing of the state made. In the figure, 2 and 13 are formwork, 2'and 13 'are inner surfaces thereof, 4 and 14 are surface layers, 5 and 15 are reinforcing layers, 6 is a reinforcing bar, 7 is a spacer, and 9 is a spacer.
Indicates ready-mixed concrete.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】成形体の表面を形成する型枠の内面にセメ
ント用ポリマーエマルジョン接着剤と減水剤で混練した
ポリマーモルタルを吹付けて表面層を作り、次いで同じ
ポリマーモルタルに繊維を混合して混練した繊維入りポ
リマーモルタルを吹付け或いは流し込んで前記表面層の
裏に所定厚さの保護層を作り、該保護層の硬化後、鉄筋
に取付けたスペーサを前記保護層の裏に当接することに
より鉄筋を保護層の裏から離して縦横に配筋し、それか
ら生コンクリートを打設し、前記表面層、保護層と生コ
ンによるコンクリート層を一体化することを特徴とする
コンクリート成形体の製造法。
1. A surface layer is prepared by spraying a polymer mortar kneaded with a polymer emulsion adhesive for cement and a water reducing agent onto the inner surface of a mold forming the surface of a molded body, and then fibers are mixed with the same polymer mortar. By spraying or pouring the kneaded fiber-containing polymer mortar to form a protective layer of a predetermined thickness on the back of the surface layer, after hardening the protective layer, a spacer attached to the reinforcing bar is brought into contact with the back of the protective layer. A method for producing a concrete formed body, characterized in that reinforcing bars are arranged in the vertical and horizontal directions apart from the back of a protective layer, and then fresh concrete is poured to integrate the surface layer, the protective layer and the concrete layer made of fresh concrete.
【請求項2】請求項第1項記載のコンクリート成形体の
製造法において、成形すべき表面を形成する型枠の内面
を、該表面に表現する立体装飾模様の雌型にしたことを
特徴とするコンクリート成形体の製造法。
2. The method for producing a concrete molded body according to claim 1, wherein the inner surface of the mold forming the surface to be molded is a female mold having a three-dimensional decorative pattern expressed on the surface. Method for manufacturing concrete moldings.
JP10471989A 1989-04-26 1989-04-26 Manufacturing method of concrete molding Expired - Lifetime JPH0613164B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10471989A JPH0613164B2 (en) 1989-04-26 1989-04-26 Manufacturing method of concrete molding

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10471989A JPH0613164B2 (en) 1989-04-26 1989-04-26 Manufacturing method of concrete molding

Publications (2)

Publication Number Publication Date
JPH02283403A JPH02283403A (en) 1990-11-20
JPH0613164B2 true JPH0613164B2 (en) 1994-02-23

Family

ID=14388296

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10471989A Expired - Lifetime JPH0613164B2 (en) 1989-04-26 1989-04-26 Manufacturing method of concrete molding

Country Status (1)

Country Link
JP (1) JPH0613164B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4405751B2 (en) * 2003-05-30 2010-01-27 株式会社ミルコン Concrete block and manufacturing method thereof
DK177523B1 (en) * 2011-07-19 2013-09-02 Gb Holding Hoejbjerg Aps Method of manufacturing a high strength concrete plate member having a superior surface, as well as a high strength concrete panel manufactured by said method
JP7271186B2 (en) * 2019-01-09 2023-05-11 鹿島建設株式会社 Structural members and structures constructed using them
JP7271185B2 (en) * 2019-01-09 2023-05-11 鹿島建設株式会社 Construction method of members

Also Published As

Publication number Publication date
JPH02283403A (en) 1990-11-20

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