JPH0528963B2 - - Google Patents
Info
- Publication number
- JPH0528963B2 JPH0528963B2 JP63180366A JP18036688A JPH0528963B2 JP H0528963 B2 JPH0528963 B2 JP H0528963B2 JP 63180366 A JP63180366 A JP 63180366A JP 18036688 A JP18036688 A JP 18036688A JP H0528963 B2 JPH0528963 B2 JP H0528963B2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- receiving box
- hopper
- bottom plate
- concrete
- 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
Links
Landscapes
- Press-Shaping Or Shaping Using Conveyers (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Description
【発明の詳細な説明】
〈産業上の利用分野〉
この発明はモルタル被覆法及び被覆装置に関す
る。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a mortar coating method and coating apparatus.
〈従来の技術〉
従来のモルタル被覆法としては塗付法と吹付法
とがある。前者はコテ又はそれに代わる器材でも
つて、柔練モルタルを被覆すべき面に塗付ける。
後者は前者よりさらに流動性のよい柔練モルタル
をモルタル・ガンへ送つて噴射し、被覆すべき面
に吹付けて被覆する。<Prior Art> Conventional mortar coating methods include a coating method and a spraying method. In the former case, use a trowel or an alternative tool to apply softened mortar to the surface to be coated.
In the latter case, a soft mortar with better fluidity than the former is sent to a mortar gun and sprayed onto the surface to be coated.
〈発明が解決しようとする課題〉
この発明は従来の塗付法、吹付法にかわる新規
な硬練モルタルによる被覆方法、及び、被覆装置
を提供する。<Problems to be Solved by the Invention> The present invention provides a novel coating method using hardened mortar, which replaces the conventional coating method and spraying method, and a coating device.
こゝに硬練りと称するのは、上記塗付、吹付用
モルタルのような流動性がなく、被覆すべき面に
載つただけで付着するほど水分を有しない配合の
もので、業界における通称どおり、スランプ値が
0〜3cmのものを指す。モルタルを称するのは、
モルタルを主材とする複合材の総称で、必要に応
じて骨材、夾雑物を含み得る。 The term "hard kneaded" refers to a formulation that does not have the fluidity of the above-mentioned mortar for coating and spraying, and does not have enough moisture to stick to the surface to be coated. , indicates a slump value of 0 to 3 cm. Mortar is called
A general term for composite materials whose main material is mortar, and may contain aggregate and impurities as necessary.
〈課題を解決するための手段〉
この発明のモルタル被覆法は、硬練モルタルホ
ツパの下向き供給口の形を、目的とするモルタル
被覆の輪郭に合わせ、その蓋は、沈下したモルタ
ルに横から切込んで閉じる仕切板とし、その閉じ
た仕切板を挟んで上記供給口の直下に、目的のモ
ルタル被覆の輪郭と厚みに合わせた受箱周壁の上
縁を当て、周壁下縁に可動底板を当て、この状態
で上記仕切板を横へ開いてモルタルを受箱内へ沈
下させ、仕切板を閉じて沈下部分を切り離し、そ
のモルタル入り受箱を底板と共に移動して被覆す
べき面に載せ、上記底板を横へ引抜いてモルタル
層を該面上に落とし敷き、敷かれたそのモルタル
層を、それ自身の固化と、該面への圧着に適した
力で圧下する事を特徴とする。<Means for Solving the Problems> In the mortar coating method of the present invention, the shape of the downward supply port of the hard mortar hopper is matched to the outline of the desired mortar coating, and the lid is cut into the sunken mortar from the side. The upper edge of the peripheral wall of the receiving box, which matches the contour and thickness of the desired mortar coating, is applied directly below the supply port with the closed partition plate in between, and the movable bottom plate is applied to the lower edge of the peripheral wall. In this state, open the partition plate sideways to allow the mortar to sink into the receiving box, close the partition plate, cut off the sunken part, move the mortar-filled receiving box together with the bottom plate and place it on the surface to be covered, and then place the mortar on the bottom plate. The method is characterized in that a mortar layer is laid down on the surface by pulling it out laterally, and the laid mortar layer is rolled down with a force suitable for solidifying itself and pressing against the surface.
上記発明方法において、その受箱を被覆すべき
面に載せて底板を引抜く際、モルタル受入れ時開
いていた受箱上面を上蓋又は他の板材で抑え、モ
ルタルの変形を防ぐ事も提示した。 In the method of the invention described above, when the receiving box is placed on the surface to be coated and the bottom plate is pulled out, the top surface of the receiving box, which was open when receiving the mortar, is held down with a top cover or other plate material to prevent deformation of the mortar.
また上記発明方法において、その受箱は、モル
タル受入れ時だけ上側側板を開き得る扁平角筒
で、その一端に押出材先端を内挿し、他端に開閉
可能な端板をつけて押出口としており、上記被覆
すべき面上では、上記押出材を固定して上記扁平
角筒を押出材基部の方へ引抜く事も提示した。 Further, in the method of the invention, the receiving box is a flat rectangular tube whose upper side plate can be opened only when receiving mortar, and the tip of the extruded material is inserted into one end of the tube, and an end plate that can be opened and closed is attached to the other end to serve as an extrusion port. It was also proposed that the extruded material be fixed on the surface to be coated and the flat rectangular tube be pulled out toward the base of the extruded material.
この発明のモルタル被覆装置は、加圧プレス付
き成形型枠を挟んで左右へ伸びた基台、一方の上
記基台上を摺動する定量ホツパとその上方の定置
コンクリートホツパ、他方の上記基台上を摺動す
る可動底板付きで、目的とするモルタル被覆の輪
郭、厚みに合わせたモルタル受箱と、その上方の
上記輪郭に合わせた下向き供給口付き硬練モルタ
ルホツパ、上記モルタルホツパの供給口を、その
下面沿いに摺動して開閉し、閉じる際、沈下した
モルタルを切り離す薄肉仕切板、及び、上記仕切
板、受箱、底板をそれぞれ上記基台沿いに移動さ
せる往復駆動機構を備え、上記型枠内で成形した
コンクリートの上面を型枠上縁の高さか、僅かに
低く位置させ、その上に上記底板とモルタル入り
受箱とを移し重ね、底板だけ引抜いてモルタル層
をコンクリート上面に落し敷き、これをプレス加
工するようにした事を特徴とする。 The mortar coating device of the present invention includes a base extending left and right across a forming formwork with a pressure press, a quantitative hopper sliding on one of the bases, a fixed concrete hopper above the base, and a fixed concrete hopper above the base. It has a movable bottom plate that slides on the table, and has a mortar receiving box that matches the contour and thickness of the desired mortar coating, a hard mortar hopper with a downward supply port that matches the above-mentioned outline above it, and a supply port for the mortar hopper. , a thin partition plate that slides along the lower surface to open and close and separates the settled mortar when closing, and a reciprocating drive mechanism that moves the partition plate, the receiving box, and the bottom plate respectively along the base, Place the top surface of the concrete formed in the formwork at the height of the top edge of the formwork or slightly lower, transfer the bottom plate and the receiving box containing mortar on top of it, pull out only the bottom plate, and drop the mortar layer onto the top surface of the concrete. It is characterized by being laid down and then pressed.
〈作用〉
この出願は特許請求の範囲1,2,3のモルタ
ル被覆法と、特許請求の範囲4,5のモルタル被
覆装置の2発明から成る。<Operation> This application consists of two inventions: a mortar coating method as claimed in claims 1, 2 and 3, and a mortar coating device as claimed in claims 4 and 5.
各発明とも、被覆すべき面の上に敷いた硬練モ
ルタル層を、モルタル自身の固化と、被覆面への
圧着とに適した力で圧下するのであるが、その前
工程として、被覆に必要な形状、厚みの硬練モル
タルを、うまくホツパから取り出して所定位置に
載せる方法と装置に、それぞれの発明の特徴があ
る。 In each invention, the hardened mortar layer laid on the surface to be coated is rolled down with a force suitable for solidifying the mortar itself and crimping it onto the surface to be coated. Each invention is characterized by its method and device for successfully taking out hardened mortar of a specific shape and thickness from a hopper and placing it in a predetermined position.
特許請求の範囲1の方法発明は、硬練モルタル
ホツパの下向き供給口を目的とするモルタル被覆
の輪郭に合わせ、モルタル受箱はモルタル被覆の
輪郭、厚みに合わせた運搬容器とし、供給口から
受箱へモルタルを沈下させ、仕切板でもつて切り
離すことにより、まず厚さ数mmのモルタル被覆そ
のまゝの寸法を薄いモルタル層をホツパから取り
出すことが出来る。 In the method invention of claim 1, the downward supply port of the hardening mortar hopper is adapted to the outline of the intended mortar covering, and the mortar receiving box is a transport container that is matched to the outline and thickness of the mortar covering. By sinking the mortar and separating it with a partition plate, a thin mortar layer with a thickness of several mm can be removed from the hopper.
それから、その受箱を可動底板と共に被覆すべ
き面上へ移し載せ、底板だけを横へ引抜くことに
より、その薄いモルタル層を乱すことなく落し敷
く。 Then, the receiving box is placed on the surface to be coated together with the movable bottom plate, and by pulling out only the bottom plate sideways, the thin mortar layer is laid down without disturbing it.
そのモルタルは硬練りのものであるから、適当
な力で圧下すると、それ自身が固まると同時に、
被覆面上に圧着させることが出来る。 Since the mortar is hard kneaded, when it is pressed down with an appropriate force, it hardens itself and at the same time,
It can be crimped onto the coated surface.
特許請求の範囲2の方法発明が1の発明と異る
のは、上述の底板を引抜く際、受箱の上面を上蓋
その他の板で抑える事により、箱内の薄いモルタ
ル層が底板の移動に引きずられ、上方へ盛り上が
り変形するのを防ぐ点だけである。 The method invention of claim 2 is different from the invention of claim 1 because when the bottom plate is pulled out, the top surface of the receiving box is held down by the top cover or other plate, so that the thin mortar layer inside the box prevents the movement of the bottom plate. The only point is to prevent it from being dragged upwards and deformed.
特許請求の範囲3の方法発明が1の発明と異る
のは、受箱が扁平角筒を主体とし、中のモルタル
を下へ落し敷くのでなく、角筒の一端からトコロ
天式に押出して、順次敷き込む点である。 The method invention of claim 3 is different from the invention of claim 1 because the receiving box is mainly made of a flat rectangular tube, and the mortar inside is not poured down and spread, but is extruded from one end of the rectangular tube in a top-to-bottom manner. , are the points that are laid out sequentially.
〈実施例〉
第1,2,3図は特許請求の範囲1,2,3そ
れぞれの実施例を示す。いずれも1は硬練モルタ
ルホツパ、2はその供給口、3は仕切板、4はモ
ルタル受箱、5はその底板、6は同じく押出口、
7はプレス板、Mはモルタル、Fは被覆すべき面
で、この例では型枠K中のコンクリートC上面で
ある。このようにこの被覆法の対象は固化表面に
限らず、プレス加工に耐えられる面なら未硬化で
あつてもよい。<Example> Figures 1, 2, and 3 show examples of claims 1, 2, and 3, respectively. 1 is a hard mortar hopper, 2 is a supply port, 3 is a partition plate, 4 is a mortar receiving box, 5 is a bottom plate, 6 is an extrusion port,
7 is a press plate, M is mortar, and F is a surface to be covered, which in this example is the upper surface of concrete C in formwork K. In this manner, the object of this coating method is not limited to a hardened surface, but may be any unhardened surface as long as it can withstand press working.
いずれも型枠Kにコンクリートを投入し、振動
かプレスにより上面を一応平らな面Fとし、その
型枠Kに隣接した硬練モルタル入りホツパ1の下
から、モルタル受箱4をつき出す量産装置を実施
例とした。 In both cases, concrete is poured into a formwork K, the upper surface is made into a flat surface F by vibration or pressing, and a mortar receiving box 4 is pushed out from below the hardened mortar-containing hopper 1 adjacent to the formwork K. was used as an example.
従つてモルタル受箱4を被覆すべき面Fへ運ぶ
距離が最短であるため、仕切板3、受箱4、底板
5全部を定置した基台8上面に載せ、いずれも基
台8延長部に取付けた流体圧シリンダ9,10,
11により駆動するという最も簡素な案内、駆動
機構となつている。 Therefore, since the distance to transport the mortar receiving box 4 to the surface F to be coated is the shortest, the partition plate 3, receiving box 4, and bottom plate 5 are all placed on the upper surface of the fixed base 8, and all are placed on the extension part of the base 8. The installed fluid pressure cylinders 9, 10,
It is the simplest guide and drive mechanism, driven by 11.
この発明の実施は従来のモルタルホツパでは行
えない。前述のように従来のホツパは、せいぜい
モルタルを一定量出して閉じる程度のものであつ
た。この発明のホツパ1は、下向き供給口2をそ
の下端で閉じられる仕切板3を必要とする。当
然、供給口2の下端は平らでなければならい。ま
た、その供給口2は、この場合、独特の薄く平ら
なモルタル受箱4へモルタルを沈下させるのに適
した形である事が好ましいのも当然である。そし
て、そのモルタル受箱4に入つたモルタル層をそ
つくり、そのまゝ被覆面Fに降ろすのであるか
ら、その被覆形状に合わせた受箱4がよく、その
受箱の形に合わせた供給口2が好ましいのも当然
である。また被覆面Fを全面一様にモルタル被覆
するとは限らない。色の異るモルタルにより模様
を画くため、モルタルを局部的に被覆面Fに載せ
たり、あるいは異るモルタルが夫々の区画を占め
た混在モルタル層を被覆面F上に降ろすこともあ
る。その場合、モルタルホツパは異種モルタルを
蓄え、モルタル受箱4の所要の位置へ所要のモル
タルを落せる供給口2をもつ高性能なホツパとな
る。 The practice of this invention cannot be performed with conventional mortar hoppers. As mentioned above, conventional hoppers were only capable of dispensing a certain amount of mortar and closing the hopper. The hopper 1 of the present invention requires a partition plate 3 that can close the downward supply port 2 at its lower end. Naturally, the lower end of the supply port 2 must be flat. It is also of course preferable that the feed opening 2 is in this case of a shape suitable for sinking the mortar into the unique thin and flat mortar receiving box 4. Since the mortar layer that has entered the mortar receiving box 4 is warped and directly lowered onto the covering surface F, it is best to use the receiving box 4 that matches the shape of the covering, and the supply port that matches the shape of the receiving box. It goes without saying that 2 is preferable. Further, the entire surface of the covered surface F is not necessarily coated with mortar uniformly. In order to draw a pattern using mortar of different colors, mortar may be placed locally on the covering surface F, or a mixed mortar layer in which different mortars occupy respective sections may be lowered onto the covering surface F. In that case, the mortar hopper becomes a high-performance hopper that stores different types of mortar and has a supply port 2 that can drop the required mortar into the required position of the mortar receiving box 4.
第1〜3図のホツパ1は最も単純な例である
が、いずれもモルタルMが停滞しないよう、その
供給口2を被覆形状、つまり型枠K内のコンクリ
ートC上面の形に合わせた受箱4に合わせてあ
る。 The hopper 1 shown in Figures 1 to 3 is the simplest example, but in all cases, the supply port 2 of the hopper is designed to match the covering shape, that is, the shape of the top surface of the concrete C in the formwork K, so that the mortar M does not stagnate. It is adjusted to 4.
三実施例の相違点は受箱4の構造、使い方にあ
る。第1図の受箱4は上蓋がなく、底板5が横へ
開く。そして加振装置12をもつている。もつと
も第1図の例では加振装置12を直接、受箱4に
付けず、必要な被覆面F上に来た所で受箱を振動
させるように固定している。 The difference between the three embodiments lies in the structure and usage of the receiving box 4. The receiving box 4 shown in FIG. 1 does not have a top lid, and the bottom plate 5 opens laterally. It also has a vibration device 12. Of course, in the example shown in FIG. 1, the vibration device 12 is not directly attached to the receiving box 4, but is fixed so that the receiving box vibrates when it comes on the required covering surface F.
受箱4の上縁を、仕切板3で閉じたホツパ供給
口2に当てるには、案内構造として基台8、駆動
機構として流体圧シリンダ10,11がある。受
箱4自身も仕切板3の案内機構を兼ね、流体圧シ
リンダ9により供給口2を開閉するという簡素な
ものである。 In order to bring the upper edge of the receiving box 4 into contact with the hopper supply port 2 closed by the partition plate 3, a base 8 is used as a guide structure and fluid pressure cylinders 10, 11 are used as a drive mechanism. The receiving box 4 itself also serves as a guide mechanism for the partition plate 3, and is simple in that the supply port 2 is opened and closed by a fluid pressure cylinder 9.
受箱4はモルタルの被覆厚みに合わせた数mm厚
の平板に、通常、被覆形状に合わせた穴を明け、
仕切板3、底板5の案内を設け、駆動端をシリン
ダ9のピストンロツドが取付けやすい形にしただ
けのものである。モルタルを受入れる箱内部4a
がホツパ1の下にある時も、被覆面F上に出た時
も、受箱4後部は基台8上にある。 The receiving box 4 is usually a flat plate several millimeters thick that matches the thickness of the mortar covering, with holes made to match the shape of the covering.
It is simply provided with guides for the partition plate 3 and the bottom plate 5, and the drive end is shaped so that the piston rod of the cylinder 9 can be easily attached. Inside box 4a that receives mortar
The rear part of the receiving box 4 is on the base 8 both when it is under the hopper 1 and when it comes out on the covering surface F.
第1図実線の状態から、仕切板3を横へ開いて
ホツパ内の下層のモルタルを受箱内部4aへ沈下
させる。仕切板3を完全に開ききる事はいうまで
もない。その仕切板3を図の状態に閉じると、箱
内部4aのモルタルがホツパ1内のモルタルから
切離される。硬練モルタルMは粘り気がないが、
ホツパ1内のモルタルの重量で、その下層は軽い
圧力を受けているから、数mmの厚みで、きれいに
切離した感じになる。 From the state shown by the solid line in FIG. 1, the partition plate 3 is opened laterally to allow the lower layer of mortar in the hopper to sink into the receiving box interior 4a. Needless to say, the partition plate 3 can be completely opened. When the partition plate 3 is closed as shown in the figure, the mortar inside the box 4a is separated from the mortar inside the hopper 1. Although hardened mortar M is not sticky,
Due to the weight of the mortar in hopper 1, the lower layer is under light pressure, so it feels like it has been cut cleanly, only a few millimeters thick.
なお仕切板3はこの場合、0.5mm厚の硬質ステ
ンレス鋼板で、包丁の役割を兼ねている。もつと
も、もつと厚くても、モルタルが外方へ押出され
る無駄を無視すれば支障ない。 In this case, the partition plate 3 is a hard stainless steel plate with a thickness of 0.5 mm, and also serves as a kitchen knife. Even if it is thick, there is no problem as long as you ignore the waste of mortar being pushed outward.
切離されたモルタル層入りの受箱4を、その底
板5と共に、被覆面F上、第1図鎖線位置へ押出
す。そして加振装置12により受箱4又は底板5
を振動させながら底板を引戻し、箱内部4aのモ
ルタル層を形を崩さずに被覆面A上へ降し敷く。
そしてシリンダ10により受箱4もホツパ1の下
へ戻し、被覆面F上に敷いたモルタル層をプレス
7により圧下する。圧下する力はモルタル層自身
の固化と、被覆面Fへの圧着に適したものとす
る。 The receiving box 4 containing the separated mortar layer is pushed out together with its bottom plate 5 onto the covering surface F to the position indicated by the chain line in FIG. Then, the receiving box 4 or the bottom plate 5 is
The bottom plate is pulled back while vibrating, and the mortar layer inside the box 4a is laid down onto the covering surface A without changing its shape.
Then, the receiving box 4 is also returned under the hopper 1 by the cylinder 10, and the mortar layer spread on the covering surface F is rolled down by the press 7. The rolling force is set to be suitable for solidifying the mortar layer itself and pressing it against the covering surface F.
これで被覆作業を終るが、さらに強化液を含浸
させて被覆強度を強めてもよい。被覆面Fが第1
〜3図の実施例のように型枠内のコンクリート上
面である場合、振動、プレスにより平たんにする
だけでよいが、固体表面の場合、コンクリート材
なら水で濡らし、他の材質なら接着剤塗布等の圧
着前処理が必要である。 This completes the coating work, but the strength of the coating may be further increased by impregnating it with a reinforcing liquid. Covered surface F is the first
~ If it is the top surface of concrete inside a formwork as in the example in Figure 3, it is sufficient to flatten it by vibration or pressing, but if it is a solid surface, wet it with water if it is made of concrete, or use adhesive if it is made of other materials. Pre-pressing treatment such as coating is required.
第2図の実施例のモルタル受箱4は上蓋をもつ
点で第1図の受箱4と異る。第1図の場合、箱内
のモルタル層は上面が自由なため、底板5を引く
と、箱4の後壁に制せられたモルタルが上方へ盛
上り、形を崩すので、これを振動により防いだ。
振動によりモルタル層、底板5間の付着力を断ち
切ると、底板5を引いてもモルタルは引かれず、
そのまゝ落下するからである。 The mortar receiving box 4 of the embodiment shown in FIG. 2 differs from the receiving box 4 of FIG. 1 in that it has an upper lid. In the case of Fig. 1, the upper surface of the mortar layer inside the box is free, so when the bottom plate 5 is pulled, the mortar restrained by the rear wall of the box 4 swells upwards and loses its shape. Prevented.
If the adhesion between the mortar layer and the bottom plate 5 is broken by vibration, the mortar will not be pulled even if the bottom plate 5 is pulled.
This is because it will fall just like that.
第2図の実施例のように上蓋として仕切板3の
一部を当てるか、あるいは第11図の上側々板1
7のような上蓋をもたすと、受箱内部4aは密閉
されるため、底板5を引いてもモルタル層は移動
することなく、そのまゝ落下するので振動を要し
ない。この実施例はホツパ1と被覆面Fが隣接し
ているため、受箱4の上蓋は仕切板3き兼用でき
たが、もつと離れている場合は当然、独自の横引
き上蓋を要する。その上蓋はホツパ1の下では仕
切板3と密に重なつて共に開き閉じる。移動の
際、仕切板3から離れて受箱内部4aのモルタル
層を密閉し、被覆面F上では閉じたまゝでも、あ
るいは底板5と共に開いてもよい。 Either a part of the partition plate 3 is used as the top cover as in the embodiment shown in FIG.
When the top cover 7 is placed, the inside of the receiving box 4a is sealed, so even if the bottom plate 5 is pulled, the mortar layer does not move and falls as it is, so no vibration is required. In this embodiment, since the hopper 1 and the covering surface F are adjacent to each other, the top cover of the receiving box 4 can also be used as the partition plate 3, but if they are separated from each other, a unique horizontally pulling top cover is of course required. The upper cover closely overlaps the partition plate 3 below the hopper 1 and opens and closes together. During movement, it may be moved away from the partition plate 3 to seal the mortar layer inside the receiving box 4a, and may remain closed on the covering surface F or may be opened together with the bottom plate 5.
第3図の実施例の受箱4は底板を開いてモルタ
ル層を落すのではなく、一端からトコロ天式に押
出すものである。従つて受箱4は水平に寝た扁平
角筒で、一端に押出材13を内挿し、他端が押出
口6となつている。また角筒と称しても受箱4の
上側側板は第11図の側板17のように横へ開き
得るようになつている。但し、第3図の実施例は
前の実施例同様、ホツパ1の仕切板3を受箱4の
上記上側側板に兼用している。独自の上側側板を
もつ場合は、ホツパ1の下ではこれを仕切板3と
重ねて開閉し、ホツパ1から離れたら開くことは
ない。第3図鎖線のように、この受箱4を被覆面
F上へ移したら、押出材13を押込んで、密閉さ
れたモルタル層をそのまゝの形で押出口6から押
出す。この実施例では押出口6は、バネにより平
常は垂直に端板14でふさがれているが、押出材
13を押込むと、モルタルが端板14を第3図鎖
線のように押開いて出るようにしている。押出部
材13の押込みに合わせて押出口6の位置を後退
させねばモルタル層を敷込むように落せない。従
つて、実際には押出材13は定位置に停め、受箱
4だけ後方へ戻せばよい。 In the receiving box 4 of the embodiment shown in FIG. 3, the mortar layer is not dropped by opening the bottom plate, but is pushed out from one end in a top-to-bottom manner. Therefore, the receiving box 4 is a flat rectangular tube lying horizontally, and the extruded material 13 is inserted into one end thereof, and the extrusion port 6 is formed at the other end. Although it is called a rectangular tube, the upper side plate of the receiving box 4 can be opened laterally like the side plate 17 in FIG. 11. However, in the embodiment shown in FIG. 3, the partition plate 3 of the hopper 1 is also used as the upper side plate of the receiving box 4, as in the previous embodiment. If it has its own upper side plate, it can be opened and closed under the hopper 1 by stacking it with the partition plate 3, and will not open once it is separated from the hopper 1. When the receiving box 4 is moved onto the covering surface F as shown by the chain line in FIG. 3, the extrusion material 13 is pushed in and the sealed mortar layer is extruded from the extrusion port 6 in its original form. In this embodiment, the extrusion port 6 is normally vertically closed by the end plate 14 by a spring, but when the extruded material 13 is pushed in, the mortar pushes the end plate 14 open as shown by the chain line in FIG. 3 and comes out. That's what I do. The mortar layer cannot be laid down unless the position of the extrusion port 6 is moved back in accordance with the pushing of the extrusion member 13. Therefore, in reality, it is sufficient to park the extruded material 13 in a fixed position and return only the receiving box 4 to the rear.
なお、被覆面Fとなる型枠内コンクリートCを
支える型底が、第1図と第2,3図とでは異る。
これは成形後の製品取出方式が、前者は反転脱型
式、後二者は押上(下)げ脱型式だからである。
後二者の場合、図のように被覆面Fを型枠Kの上
縁の高さに一致させてモルタル受箱4を迎え、そ
のモルタル層をほとんど落差なしに被覆面F上に
敷いた後、型枠K内へ下げる事が可能になる。完
成した製品を被覆する場合は当然、落差が最小に
なるようモルタル受箱4を直接載せる。 Note that the mold bottom that supports the concrete C in the formwork, which serves as the covering surface F, is different between FIG. 1 and FIGS. 2 and 3.
This is because the method for removing the product after molding is that the former is an inversion removal type, and the latter two is a push-up (down) removal type.
In the latter two cases, as shown in the figure, the mortar receiving box 4 is placed so that the covering surface F matches the height of the upper edge of the formwork K, and the mortar layer is spread on the covering surface F with almost no drop. , it becomes possible to lower it into the formwork K. When covering a completed product, the mortar receiving box 4 is naturally placed directly on it so that the drop is minimized.
受箱4をホツパ1の下へ戻したら、プレス7に
より被覆面F上のモルタル層を圧下する。このプ
レス7はもともと型枠内のコンクリートCを固め
るための付属設備であるが、これを利用して被覆
用モルタル層も固め、同時にコンクリートとモル
タルとを接合するのである。即時脱型式の型枠K
には当然、加振装置(図略)も付属しており、コ
ンクリートC投入時、働かせているのであるが、
モルタル層を圧下する際にも利用してよい。振動
は圧下されたモルタル締め、コンクリートとの接
合を助けるが、無論、不可欠ではない。 After the receiving box 4 is returned under the hopper 1, the mortar layer on the covered surface F is pressed down by the press 7. This press 7 is originally an accessory equipment for hardening the concrete C in the formwork, but it is also used to harden the covering mortar layer and at the same time join the concrete and mortar. Formwork K for immediate removal
Naturally, a vibrating device (not shown) is also included, and it is activated when concrete C is poured.
It may also be used when rolling down a mortar layer. Vibration helps tighten the rolled down mortar and bond it to the concrete, but is of course not essential.
上記実施例では型枠K内での圧下ゆえモルタル
層が横へ広がるおそれがない。一般の被覆面への
被覆の場合は、被覆厚みによるが、周囲を枠その
他で囲つて、加圧により横へ広がらないようにす
れば周縁まで正確な厚みに仕上る。なおホツパ1
の下で切離したモルタル層の厚みと、圧下して完
成した被覆厚みとは圧縮代だけ差があるが、これ
は経験的に見込んでおけばよい。加圧力について
は、モルタル層の固形化と被覆面への圧着とを同
時に満たす値で、用途、材質、設備等、諸条件を
考える必要があり、実際上、実験で決めるとよ
い。 In the above embodiment, since the mortar layer is rolled down within the formwork K, there is no risk of the mortar layer spreading laterally. In the case of coating a general coating surface, it depends on the coating thickness, but if the periphery is surrounded by a frame or the like to prevent it from spreading laterally due to pressure, the exact thickness can be achieved all the way to the periphery. In addition, hoppa 1
There is a difference between the thickness of the mortar layer separated under 1 and the thickness of the coating completed by rolling down, but this can be estimated empirically. Regarding the pressing force, it is necessary to consider various conditions such as the application, material, equipment, etc., and it is best to determine it by experiment, so that it can simultaneously solidify the mortar layer and press it to the coated surface.
第4,5図はモルタルホツパ1の実施例を示す
もので、被覆形状が六角形であるため、その供給
口2をこれに合わせた例である。これはホツパ1
の作用が従来の定量供給から、この発明により形
状、厚み共に一定の定形供給に変ることを示す。
なお、このホツパの供給口2、又はモルタル受箱
4の内部寸法を被覆形状、模様に合わすとは、同
形にする事でなく、モルタルがうまく、その形に
降り着くような形にする意味である。 Figures 4 and 5 show an embodiment of the mortar hopper 1, in which the covering shape is hexagonal, so the supply port 2 is adapted to this shape. This is Hotupa 1
This shows that the effect of this invention changes from the conventional quantitative supply to regular supply with constant shape and thickness.
Note that matching the internal dimensions of the hopper supply port 2 or mortar receiving box 4 to the covering shape and pattern does not mean making them the same shape, but rather making the mortar fit into that shape. be.
仕切板3を供給口2の下面に沿うようホツパ1
側で支持する実施例を第6,7図に示す。仕切板
3の両縁を折上げ、供給口の鍔15下面の斜め支
持溝16へ入れて摺動させる。 The hopper 1 is placed so that the partition plate 3 is aligned with the bottom surface of the supply port 2.
An embodiment with side support is shown in Figures 6 and 7. Both edges of the partition plate 3 are folded up and slid into the diagonal support groove 16 on the lower surface of the flange 15 of the supply port.
第8,9図は同様の構造をモルタル受箱4とそ
の底板5とに利用した例、第10,11図は押出
式モルタル受箱4の上側側板17に利用した例で
ある。 8 and 9 show an example in which a similar structure is used for the mortar receiving box 4 and its bottom plate 5, and FIGS. 10 and 11 show an example in which the same structure is used for the upper side plate 17 of the extruded type mortar receiving box 4.
さて、第12,13図は第14図に示すような
歩道敷石用コンクリート版の量産用実施例装置で
ある。コンクリートCによる角版の表面を、色彩
異るモルタルM,M′により模様入りで被覆して
いる。この製品を四個同時に作る四個取り型枠K
をはさんで、左右にコンクリートホツパ20、モ
ルタルホツパ1が対向し、間にプレス7aがあ
る。コンクリートホツパ20の下には周知の摺動
定量ホツパ21が入り、その基台8a上を摺動し
て第15図のように型枠Kの各型内にコンクリー
トCを満たし、戻る際、型枠表面から盛上がつた
分をかき取つて平たんにする。この型枠Kに振動
をかけ要すれば第19,20図のようにプレス板
7て圧下すると、第16図左側に示すようにコン
クリートCが少し沈むから、モルタルを被覆する
余地ができる。 Now, FIGS. 12 and 13 show an embodiment of an apparatus for mass production of concrete slabs for sidewalk paving stones as shown in FIG. 14. The surface of the square slab made of concrete C is patterned and covered with mortar M and M' of different colors. Four-cavity formwork K to make four pieces of this product at the same time
A concrete hopper 20 and a mortar hopper 1 face each other on the left and right sides, and a press 7a is located between them. A well-known sliding quantitative hopper 21 is inserted under the concrete hopper 20, and slides on its base 8a to fill each mold of the formwork K with concrete C as shown in FIG. 15, and when returning, Scrape off any ridges from the surface of the formwork and level it. If this formwork K needs to be vibrated, it can be rolled down by the press plate 7 as shown in FIGS. 19 and 20, and the concrete C will sink a little as shown on the left side of FIG. 16, making room for covering it with mortar.
さきに従来技術として、即時脱型用型枠内のコ
ンクリート上に硬練モルタルを投下すると述べた
が、それはこのモルタルホツパ1もコンクリート
同様、第15図のような摺動投入方式でモルタル
を投入するのである。この方法によれば第14図
のような模様入り被覆ができないのは当然とし
て、さらにモルタルが型枠の手前側によく詰まり
先の方のモルタル密度が小になり、不足するおそ
れもある。モルタル数mmの厚さで均質に敷くのは
難しいのである。 Earlier, I mentioned that as a conventional technique, hardened mortar is dropped onto the concrete in the formwork for immediate demolding, but this mortar hopper 1 also uses the same sliding method to introduce mortar as shown in Figure 15, just like concrete. It is. According to this method, it is natural that a patterned coating as shown in FIG. 14 cannot be obtained, and furthermore, the mortar tends to clog the front side of the formwork, reducing the density of mortar at the front side, and there is a risk that the mortar may become insufficient. It is difficult to spread mortar uniformly with a thickness of several millimeters.
この発明のモルタルホツパ1、受箱4は、前述
のとおり所要の形状、厚みのモルタル層を崩さず
におろす。さらに第16図の例ではモルタルMを
収容したホツパ1本体内に、モルタルM′を収容
した子ホツパ1′を設け、模様に合わせた形の専
用供給口へ通ずる導管22をつけている。 As described above, the mortar hopper 1 and receiving box 4 of the present invention grate a mortar layer of a desired shape and thickness without destroying it. Furthermore, in the example shown in FIG. 16, a secondary hopper 1' containing mortar M' is provided within the main body of hopper 1 containing mortar M, and a conduit 22 leading to a dedicated supply port shaped to match the pattern is provided.
モルタル受箱4は第2図の型式のものを用いて
いるが、受箱4の内部は、第17,18図に示す
ように被覆模様に合わせてモルタルM,M′の領
域を囲い枠23により区切つている。 The mortar receiving box 4 is of the type shown in Fig. 2, and inside the receiving box 4, as shown in Figs. It is separated by
第21図に第17,18図の受箱4をホツパ1
の下から被覆面Fである型枠K内のコンクリート
C上へ移し、底板5を開いて内部のモルタルM.
M′を落し敷く状況を示している。こうしてコン
クリートC上に敷いたモルタルを第22図のよう
にプレス板7で圧下すると、モルタルM,M′は
圧縮により固められると同時に、下のコンクリー
トC被覆面に圧着される。第23図にその仕上つ
た被覆上面を示す。 In Fig. 21, insert the receiving box 4 in Figs. 17 and 18 into the hopper 1.
from below onto the concrete C in the formwork K, which is the covering surface F, and open the bottom plate 5 to remove the mortar M inside.
This shows a situation where M′ is left unused. When the mortar spread on the concrete C is pressed down by the press plate 7 as shown in FIG. 22, the mortars M and M' are hardened by compression and at the same time are crimped onto the covering surface of the concrete C below. FIG. 23 shows the top surface of the finished coating.
以上、この発明の被覆法、被覆装置を夫々、少
数の実施例によつて説明した。この発明は、水分
不足のため、そのまゝでは被覆のための付着力
も、被覆形状のための凝固力もない硬練モルタル
を、固体表面に敷き圧下する事により付着作用、
凝固作用を生ぜしめ被覆を完成する事を基本とす
る。従つて、その用途は比較的限定されるが、そ
の実施態様は上述の実施例に限定されないのは無
論、実施に当る技術者の周知技術により多様に変
化し得る。 The coating method and coating apparatus of the present invention have been described above using a few examples. In this invention, due to lack of water, hardened mortar, which does not have the adhesion force for coating or the coagulation force for forming the coating, is spread on the solid surface and pressed down to create an adhesion effect.
The basic idea is to create a coagulation effect and complete the coating. Therefore, its use is relatively limited, but its implementation is not limited to the above-mentioned embodiments, and can be varied in various ways depending on the well-known skills of the person involved in the implementation.
第1〜3図各実施例において、供給口2、モル
タル受箱4を共に目的とする被覆形状に合わせて
いるが、そのどちらか一方がやゝ大き過ぎても、
多少小さくても発明の効果が失われるわけではな
い。 In each of the embodiments shown in FIGS. 1 to 3, both the supply port 2 and the mortar receiving box 4 are matched to the desired covering shape, but even if one of them is a little too large,
Even if it is somewhat small, the effect of the invention is not lost.
ホツパ内のモルタルの沈下時、切離し時、圧下
時、これに振動を加えるのは当業技術者の常識
で、その場合々々に応じた振動が好ましい。しか
し、振動なしで目的を足せられるような設計が最
もよいのである。 It is common sense for those skilled in the art to apply vibrations when the mortar in the hopper is submerged, separated, and rolled down, and it is preferable to apply vibrations depending on the case. However, the best design is one that can serve its purpose without vibration.
その意味でも、この発明に用いるホツパ、その
供給口、仕切板、モルタル受箱、底板は夫々、被
覆の目的、条件、工場、現場の条件に応じて設計
者が公知技術により自由に設計すべきもので、実
施態様が多様に変化するのは当然である。 In this sense, the hopper, its supply port, partition plate, mortar receiving box, and bottom plate used in this invention should be freely designed by the designer using known techniques according to the purpose of coating, conditions, factory, and site conditions. Naturally, the embodiments may vary in various ways.
(発明の効果)
この発明は、モルタル被覆法として、従来の塗
付法、吹付法に加えて、新たに押付法と称するべ
き硬練モルタル圧着被覆法を提供し、またホツパ
の供給口から所要形状、所要厚みの硬練モルタル
を切離し、切離した硬練モルタル層をその形を崩
すことなく、離れた被覆面上に運んで正しく敷く
被覆法、被覆装置を提供した。(Effects of the Invention) This invention provides a mortar coating method, in addition to the conventional coating method and spraying method, a new hard mortar compression coating method that should be called a pressing method, and also provides To provide a coating method and a coating device for cutting off hardened mortar having a desired shape and thickness, and transporting and correctly laying the separated hardened mortar layer on a separated covering surface without destroying its shape.
硬練モルタルを用いるため被覆(圧着)と同時
に固まつており、正確な形状、厚みの被覆を一挙
に完成できる能率と、寸法精度上の効果は絶大で
ある。 Since hardened mortar is used, it hardens at the same time as the coating (crimping), and the effect on dimensional accuracy and efficiency in completing the coating with accurate shape and thickness all at once is tremendous.
コンクリート以外の材料を被覆するため、面上
に予め接着剤を塗つておく場合、硬練モルタルは
水分が少ないから接着に有利である。同様の理由
で、被覆後、含浸強化液を含ませる場合も有利
で、被覆直後でも、あるいはその圧着前にでも吹
付けられる。これも硬練モルタル被覆の見逃せな
い長所である。 When applying an adhesive to a surface in advance to cover a material other than concrete, hardened mortar is advantageous for adhesion because it contains less moisture. For similar reasons, it is also advantageous to include an impregnating strengthening liquid after coating, which can be sprayed either immediately after coating or before its crimping. This is another advantage of hard mortar coating that cannot be overlooked.
また、この発明はホツパに硬練モルタルの定形
供給装置という新しい役割を与えた。これにより
一個または複数個のホツパを使い、同一被覆面に
異る色彩、形状のモルタルを配置する多重印刷に
似た模様被覆が容易に行えるようになつた。モル
タル以外の小部材を一定の供給口から落し、モル
タルで囲み止める事も可能である。 Furthermore, this invention gave the hopper a new role as a fixed-form feeding device for hardened mortar. This has made it possible to easily perform pattern coating similar to multiple printing, in which mortar of different colors and shapes are placed on the same coating surface using one or more hoppers. It is also possible to drop small parts other than mortar from a fixed supply port and surround them with mortar.
被覆圧力に耐えるあらゆる固体の表面に、被覆
目的に応じ耐候性、耐摩耗性、防水性、多孔性等
に優れたモルタルを量産方式で被覆できる効果は
大きい。 It is highly effective to mass-produce mortar, which has excellent weather resistance, abrasion resistance, waterproofness, porosity, etc., on any solid surface that can withstand coating pressure, depending on the coating purpose.
第1〜3図はこの発明の被覆装置三種の各実施
例説明図、第4,5図はモルタルホツパの一実施
例正面断面図と平面図、第6,7図は仕切板の一
実施例正面図と側面図、第8,9図は第1、2図
の底板の正面図と側面図、第10,11図は第3
図のモルタル受箱の正面図と側面図、第12,1
3図は模様入り被覆の歩道敷石用コンクリート版
量産用実施例装置の平面図、立面図、第14図は
その製品斜視図、第15図は第12,13図の摺
動定量ホツパによるコンクリート投入状況説明
図、第16図は同じく、この発明によるホツパと
モルタル受箱の説明図、第17,18図は同じく
モルタル受箱要部の斜視図、平面図、第19,2
0図は型内にコンクリートを満たされ、それをプ
レスする状況説明図、第21図はモルタル受箱の
底板を開いてモルタルを被覆面上へ落し敷く状況
説明図、第22図は落し敷いたモルタル層のプレ
ス状況説明図、第23図は同じく仕上げられた製
品被覆面平面図である。
1,1′……ホツパ、2……供給口、3……仕
切板、4……モルタル受箱、5……底板、7……
プレス板、F……被覆すべき面、M,M′……硬
練モルタル。
Figures 1 to 3 are explanatory diagrams of three embodiments of the coating device of the present invention, Figures 4 and 5 are front sectional views and plan views of an embodiment of a mortar hopper, and Figures 6 and 7 are front views of an embodiment of a partition plate. Figures 8 and 9 are front and side views of the bottom plate of Figures 1 and 2, Figures 10 and 11 are of the bottom plate of Figure 3.
Front and side views of the mortar receiving box shown in Fig. 12, 1
Figure 3 is a plan view and an elevation view of an example device for mass production of pattern-coated concrete slabs for sidewalk paving stones, Figure 14 is a perspective view of the product, and Figure 15 is concrete produced by the sliding quantitative hopper of Figures 12 and 13. Similarly, FIG. 16 is an explanatory diagram of a hopper and mortar receiving box according to the present invention, and FIGS. 17 and 18 are perspective views and plan views of the main parts of the mortar receiving box.
Figure 0 is an explanatory diagram of the situation where the mold is filled with concrete and it is pressed, Figure 21 is an explanatory diagram of the situation where the bottom plate of the mortar receiving box is opened and mortar is poured onto the covered surface, and Figure 22 is an illustration of the situation where mortar is poured onto the covered surface. FIG. 23, which is an explanatory diagram of the pressing state of the mortar layer, is a plan view of the surface covered with the finished product. 1, 1'... hopper, 2... supply port, 3... partition plate, 4... mortar receiving box, 5... bottom plate, 7...
Press plate, F...surface to be covered, M, M'...hardened mortar.
1 平均粒子径が1μm以下のセラミツク質微粉体
を凝集させた凝集粒子群を造粒して形成してなる
プレス成形用セラミツク質造粒体。
1 Ceramic granules for press molding formed by granulating agglomerated particles of ceramic fine powder with an average particle diameter of 1 μm or less.
Claims (1)
開き得る扁平角筒で、その一端に押出材先端を内
挿し、他端に開閉可能な端板をつけて押出口とし
ており、上記被覆すべき面上では、上記押出材を
固定して上記扁平角筒を押出材基部の方へ引抜く
事を特徴とするモルタル被覆法。 4 加圧プレス付き成形型枠を挟んで左右へ伸び
た基台、 一方の上記基台上を摺動する定量ホツパとその
上方の定置コンクリートホツパ、 他方の上記基台上を摺動する可動底板付きで、
目的とするモルタル被覆の輪郭、厚みに合わせた
モルタル受箱と、その上方の上記輪郭に合わせた
下向き供給口付き硬練モルタルホツパ、 上記モルタルホツパの供給口を、その下面沿い
に摺動して開閉し、閉じる際、沈下したモルタル
を切り離す薄肉仕切板、及び、 上記仕切板、受箱、底板をそれぞれ上記基台沿
いに移動させる往復駆動機構を備え、 上記型枠内で成形したコンクリートの上面を型
枠上縁の高さか、僅かに低く位置させ、その上に
上記底板とモルタル入り受箱とを移し重ね、底板
だけ引抜いてモルタル層をコンクリート上面に落
し敷き、これをプレス加圧するようにした事を特
徴とするモルタル被覆装置。 5 特許請求の範囲第4項のモルタル被覆装置に
おいて、 そのモルタル受箱の内部は、囲い枠により複数
種類のモルタル受入れ領域が区切られている事を
特徴とするモルタル被覆装置。The receiving box is a flat rectangular tube whose upper side plate can be opened only when receiving mortar.The tip of the extruded material is inserted into one end of the tube, and an end plate that can be opened and closed is attached to the other end to serve as an extrusion opening. A mortar covering method characterized by fixing the extruded material on the surface and pulling out the flat rectangular tube toward the base of the extruded material. 4 A base extending left and right across the molding formwork with a pressure press, a quantitative hopper sliding on one of the above bases and a fixed concrete hopper above it, and a movable one sliding on the other base. With a bottom plate,
A mortar receiving box that matches the contour and thickness of the desired mortar coating, a hardening mortar hopper with a downward supply port that matches the above-mentioned outline above the box, and the supply port of the mortar hopper that is opened and closed by sliding it along its lower surface. , a thin partition plate that separates the settled mortar when closing, and a reciprocating drive mechanism that moves the partition plate, receiving box, and bottom plate respectively along the base, and the upper surface of the concrete formed in the formwork is It was placed at the height of the upper edge of the frame or slightly lower, and the bottom plate and the receiving box containing mortar were transferred and stacked on top of it, and only the bottom plate was pulled out and a layer of mortar was laid down on the top of the concrete, which was then pressurized. A mortar coating device featuring: 5. The mortar coating device according to claim 4, characterized in that the interior of the mortar receiving box is divided into a plurality of types of mortar receiving areas by an enclosing frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18036688A JPS6445603A (en) | 1988-07-21 | 1988-07-21 | Method and apparatus for covering mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18036688A JPS6445603A (en) | 1988-07-21 | 1988-07-21 | Method and apparatus for covering mortar |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6445603A JPS6445603A (en) | 1989-02-20 |
| JPH0528963B2 true JPH0528963B2 (en) | 1993-04-28 |
Family
ID=16081989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18036688A Granted JPS6445603A (en) | 1988-07-21 | 1988-07-21 | Method and apparatus for covering mortar |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6445603A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4839271A (en) * | 1987-06-26 | 1989-06-13 | E. I. Du Pont De Nemours And Company | Direct positive dimethine cyanine dyes containing 1-aryl-2-heteroaryl indole nucleus |
| JPH05318429A (en) * | 1992-05-15 | 1993-12-03 | Marumi Toryo Kk | Production of ceramic tile |
-
1988
- 1988-07-21 JP JP18036688A patent/JPS6445603A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6445603A (en) | 1989-02-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5368791A (en) | Method of producing patterned shaped article | |
| AU646737B2 (en) | Method of producing patterned shaped article | |
| US20250229569A1 (en) | Artificial stone slab and manufacturing method thereof | |
| CN107848885A (en) | Containing textured artificial stone plate and its manufacture method | |
| EP0473383B1 (en) | Method of producing patterned shaped article | |
| US3441457A (en) | Means and method of producing cement tile veneer | |
| AU5193398A (en) | Method and apparatus for forming a concrete block | |
| JPH0528963B2 (en) | ||
| US3497580A (en) | Method and apparatus for making faced concrete blocks | |
| US20070086860A1 (en) | Concrete template and method of use | |
| US20110008594A1 (en) | Concrete template and method of use | |
| AU651985B2 (en) | Method of producing patterned shaped article | |
| JP2590039B2 (en) | Method for forming concrete product and product formed by this method | |
| JPS5888066A (en) | Coating method and apparatus of mortar | |
| US20090085250A1 (en) | Manufacture of Moulded Paving Elements | |
| JPS59134204A (en) | Tile adhered concrete flat block and production thereof | |
| GB2259271A (en) | Casting blocks | |
| JPH03292104A (en) | Production of curb stone block and formwork for producing the same | |
| JP3044414B2 (en) | Method of manufacturing patterned artificial stone moldings | |
| AU659098B2 (en) | Method of producing patterned shaped article | |
| JPH1128709A (en) | Method and apparatus for manufacture of concrete block | |
| JPH0538707A (en) | Manufacture of ceramic molded body with pattern | |
| JPH0380753B2 (en) | ||
| CA3261862A1 (en) | Artificial stone slab and manufacturing method thereof | |
| JPS6017683B2 (en) | Concrete instant demolding equipment |