JP4086110B2 - Cement mortar tile with back foot groove and molding method thereof - Google Patents

Cement mortar tile with back foot groove and molding method thereof Download PDF

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JP4086110B2
JP4086110B2 JP2003388103A JP2003388103A JP4086110B2 JP 4086110 B2 JP4086110 B2 JP 4086110B2 JP 2003388103 A JP2003388103 A JP 2003388103A JP 2003388103 A JP2003388103 A JP 2003388103A JP 4086110 B2 JP4086110 B2 JP 4086110B2
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cement mortar
net
tile
groove
cross
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JP2005144956A (en
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昌志 増田
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マックストン株式会社
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Description

本発明はセメントモルタル製のタイルの裏足溝、殊に裏足溝を格子状に形成したセメントモルタル製タイルに関する。   The present invention relates to a cement mortar tile in which a back foot groove of a tile made of cement mortar, particularly a back foot groove formed in a lattice shape.

タイルはモルタル等の接着材を以って外壁等に貼装されるものであるが、この接着材との食い付き効果を得る手段として、タイルの裏面に多数の裏足溝を形成し、裏足溝間に裏足突条を形成する方法が採られており、この裏足溝と裏足突条は一般的に特許文献1に示すように、凹凸を有するラバー型を有する下金型を用い、該ラバー型上にタイル素材を充填し、該タイル素材を上金型を以ってプレスすることにより成形されている。   Tiles are affixed to outer walls with adhesives such as mortar, but as a means of obtaining a biting effect with this adhesive, a number of back foot grooves are formed on the back of the tiles. A method of forming a back foot ridge between the foot grooves has been adopted, and the back foot groove and the back foot ridge are generally formed of a lower mold having a rubber mold having irregularities, as shown in Patent Document 1. It is formed by filling the rubber mold with a tile material and pressing the tile material with an upper mold.

即ち上金型を下金型に型締めすることにより、タイル裏面にラバー型の凸部の圧縮による裏足溝(蟻溝)と、凹部による裏足突条(蟻)を成形する方法が採られている。この方法は主として陶磁製タイルの裏足溝と裏足突条の成形法として採用されている。
特開平7−76007号公報
That is, by clamping the upper mold to the lower mold, a method of forming a back foot groove (ant groove) by compression of a rubber-shaped convex portion and a back foot protrusion (ant) by a concave portion on the back surface of the tile is adopted. It has been. This method is mainly used as a method for forming the back foot grooves and back foot ridges of ceramic tiles.
JP-A-7-76007

然るに近年需要が高まっているセメントモルタル製のタイルは非常に安価であることが利点であるが、上記ラバー型付き下金型と上金型による成形法は成形装置の設備と管理、工程がコストアップの要因となり、安価であることを旨とするセメントモルタル製のタイルには採用し難い。   However, cement mortar tiles, which are in increasing demand in recent years, are advantageous in that they are very inexpensive. However, the molding method using the above-mentioned lower mold with rubber mold and upper mold is costly in terms of equipment, management and process of the molding equipment. It is difficult to use for tiles made of cement mortar, which is an increase factor and is inexpensive.

本発明はセメントモルタル製のタイルにおいて、上記裏足溝を格子編み構造のネットの使用によって容易且つ安価に成形でき、加えてネットの格子編み構造を活用した食い付き効果の良好な格子状裏足溝を持つセメントモルタル製タイルを提供するものである。   In the tile made of cement mortar according to the present invention, the back foot groove can be easily and inexpensively formed by using a net having a lattice knitting structure, and in addition, the lattice back foot having a good biting effect utilizing the lattice knitting structure of the net. It provides cement mortar tiles with grooves.

上記タイルはセメントモルタル製であり、該セメントモルタル製タイルは裏面に断面方形線材又は断面円形線材を交差編みして形成した格子編み構造のネットによって成形された格子状裏足溝を有し、該格子状裏足溝が上記ネットの交差編み部の線材部で成形された深溝を有すると共に、交差編み部間に延在する線材部で成形された浅溝を有する。   The tile is made of cement mortar, and the tile made of cement mortar has a lattice-shaped back foot groove formed by a net of a lattice knitted structure formed by cross-knitting a cross-sectional square wire or a cross-sectional circular wire on the back surface, The lattice-like back foot groove has a deep groove formed by the wire portion of the cross knitting portion of the net and a shallow groove formed by the wire portion extending between the cross knitting portions.

上記セメントモルタル製タイルは上面において開放せるタイル成形用キャビティーを有する上面開放型を用い、該タイル成形用キャビティー内にセメントモルタルを充填し、硬化後脱型することによって成形する。   The cement mortar tile is formed by using a top-opening mold having a tile-forming cavity that is open on the top surface, filling the tile-forming cavity with cement mortar, and removing the mold after curing.

上記充填したセメントモルタルの硬化前に上記タイル成形用キャビティーの開放面に面するセメントモルタルの上面に上記格子編み構造のネットを置設する。   Prior to curing of the filled cement mortar, the lattice knitted net is placed on the upper surface of the cement mortar facing the open surface of the tile forming cavity.

そして上記格子編み構造のネットを上記セメントモルタル上面の表層内へ埋設し、上記セメントモルタルの硬化後又は半硬化後に上記ネットを引き剥がす。   And the net | network of the said lattice knitting structure is embed | buried in the surface layer of the said cement mortar upper surface, and the said net | network is peeled off after hardening or the semi-hardening of the said cement mortar.

この埋設ネットの引き剥がしにより、上記セメントモルタル上面(タイル成形用キャビティーによって成形されるセメントモルタル製タイルの裏面)に上記格子状裏足溝を成形すると共に、該格子状裏足溝内に上記ネットの交差編み部の線材部で成形された深溝と、交差編み部間に延在する線材部で成形された浅溝とを成形し、更に上記ネットの引き剥がしにより上記深溝の開口部の縁部のセメントモルタル部を破壊して拡口しつつ破断面を形成し、上記浅溝と深溝と交差編み部に縦配置された深溝開口部の破断面とでタイル貼装用接着材との結合手段を構成したものである。 By peeling off the embedded net, the lattice-shaped back foot groove is formed on the upper surface of the cement mortar (the back surface of the cement mortar tile formed by the tile forming cavity), and the lattice-shaped back foot groove is A deep groove formed by the wire portion of the cross knitting portion of the net and a shallow groove formed by the wire portion extending between the cross knitting portions are formed, and an edge of the opening portion of the deep groove is formed by peeling the net. Means for forming a fractured surface while destroying and expanding the cement mortar part of the part, and means for joining the adhesive for tile application with the shallow groove, the deep groove, and the fracture surface of the deep groove opening portion arranged vertically in the cross knitting portion Is configured .

上記セメントモルタル製タイルはその裏面の裏足溝として格子編み構造のネットによって付形された格子状裏足溝を有する。そしてこの格子状裏足溝は浅溝と深溝を交互に連成した構造を有しており、両者が相俟ってタイル貼装用モルタル等の接着材との良好な食い付き効果を発揮し、貼装強度を確保する。   The cement mortar tile has a lattice-shaped back foot groove formed by a net having a lattice knitting structure as a back foot groove on the back surface thereof. And this lattice-like back foot groove has a structure in which shallow grooves and deep grooves are alternately coupled, and together they demonstrate a good biting effect with adhesives such as tile mortar, Ensure the adhesive strength.

又ネット形成線材によって成形される格子状裏足溝と、ネットの網目によって成形された碁盤目状裏足突起を有する格子状裏足溝が、格子編み構造のネットの適用によって容易且つ安価に成形できる。   In addition, a grid-like back foot groove formed by a net-forming wire and a grid-like back foot groove having a grid-like back foot projection formed by a net of the net is easily and inexpensively formed by applying a net having a lattice knitting structure. it can.

図1,図2に示すように、上記セメントモルタル製タイル1の裏足溝を成形するネット2は多数の線材2a,2bを交差編みして形成した格子編み構造である。   As shown in FIGS. 1 and 2, the net 2 for forming the sole groove of the cement mortar tile 1 has a lattice knitting structure formed by cross-knitting a large number of wires 2a and 2b.

即ちネット2は緯線材2aと経線材2bを有し、緯線材2aを並列された隣接経線材2bの一方の上面と他方の下面に交互に交差させて編成し、同様に経線材2bを並列された隣接緯線材2aの一方の上面と他方の下面に順次交互に交差させて編成した正格子編み構造又は斜め格子編み構造のネットである。   That is, the net 2 has a latitude wire 2a and a meridian 2b. The latitude 2a is knitted by alternately intersecting one upper surface and the other lower surface of the adjacent meridian 2b, and the warp 2b is arranged in parallel. It is a net of a regular lattice knitting structure or a diagonal lattice knitting structure knitted by alternately intersecting one upper surface and the other lower surface of the adjacent weft wire 2a.

上記線材2a,2bは図2Aに示すように、断面円形線材(断面楕円形線材を含む)であり、又は図2Bに示すように、断面方形線材から成り、該線材は直径又は縦横寸法が1〜3ミリメートルの細線であり、該線材2a,2bによって画成される網目は3〜5平方ミリメートル程度の大きさである。   As shown in FIG. 2A, the wire 2a, 2b is a cross-sectional circular wire (including a cross-sectional elliptical wire) or a cross-sectional square wire as shown in FIG. 2B. It is a fine wire of ˜3 millimeters, and the mesh defined by the wires 2a and 2b has a size of about 3 to 5 square millimeters.

他方図3Aに示すように、上面において開放せるタイル成形用キャビティー3を有する上面開放型4を用い、該タイル成形用キャビティー3内にセメントモルタル5を充填する。   On the other hand, as shown in FIG. 3A, a cement mortar 5 is filled into the tile forming cavity 3 using an upper open mold 4 having a tile forming cavity 3 that can be opened on the upper surface.

上記上面開放型4は隔壁によって画成された複数のタイル成形用キャビティー3を有し、該タイル成形用キャビティー3の底面にはタイル1表面を表飾する凹凸模様を付したり、染料や顔料を撒布できる。   The upper open mold 4 has a plurality of tile forming cavities 3 defined by partition walls, and the bottom surface of the tile forming cavities 3 is provided with a concavo-convex pattern for decorating the surface of the tile 1 or a dye. And can distribute pigments.

上記セメントモルタル5はセメントと砂を混合し、加水混練したセメント混練物であり、砂は川砂、山砂が代表例であり、これにシリカ、珪石、珪藻土等の鉱物質粉粒材を配合することができる。又パーライトや発泡ガラスバルーン、パーライト、シラスバルーン、発泡スチレンビーンズ等の軽量骨材の配合や、パルプ繊維、ガラス繊維等の繊維材の配合を妨げない。   The cement mortar 5 is a cement kneaded material in which cement and sand are mixed and hydrated and kneaded. The sand is typically river sand or mountain sand, and is mixed with mineral powders such as silica, quartzite, and diatomaceous earth. be able to. Moreover, the blending of lightweight aggregates such as perlite, foamed glass balloon, perlite, shirasu balloon and foamed styrene beans, and blending of fiber materials such as pulp fiber and glass fiber are not hindered.

上記タイル成形用キャビティー3に上記セメントモルタル5を型込めした後、上面開放型4にバイブレーションを与えてセメントモルタル5を均密にしつつ、キャビティー3の隅々まで行き渡らせる。   After the cement mortar 5 is cast into the tile forming cavity 3, the open top mold 4 is vibrated to make the cement mortar 5 uniform and to reach every corner of the cavity 3.

又上記バイブレーションを与えてセメントモルタル5を均密にすることにより、その上面8にセメントペーストを滲出せしめ、セメントペースト層5′を形成する。   In addition, the vibration is applied to make the cement mortar 5 dense so that the cement paste is oozed out on the upper surface 8 to form a cement paste layer 5 '.

次に図3Bに示すように、裏足溝形成手段として用意した上記格子編み構造の上面開放型4と略同じ大きさを有する一枚のネット2を上記全タイル成形用キャビティー3の開放面に面する全セメントモルタル5の上面(セメントペースト層5′の上面)8、即ち成形後のセメントモルタル製タイル1の裏面となる面に置設し、図2A,図2B,図4に示すように、同モルタル5の上面の表層内へ埋設する。   Next, as shown in FIG. 3B, a net 2 having substantially the same size as the upper surface open mold 4 having the lattice knitting structure prepared as the back foot groove forming means is connected to the open surface of the cavity 3 for forming all tiles. 2A, 2B, and 4 as shown in FIGS. 2A, 2B, and 4 which are placed on the upper surface of the entire cement mortar 5 facing the upper surface (the upper surface of the cement paste layer 5 ') 8, that is, the rear surface of the cement mortar tile 1 after molding. And embedded in the surface layer of the top surface of the mortar 5.

例えばネット置設後に均しへらを用いてネット2の上面を均し押さえし、同ネット2をセメントモルタル5の上面8の表層内へ埋設する。これによってセメントモルタル5、主としてセメントペースト層5′が網目内へ押し出され、ネット2の交差編み部6の上編み線材部と略同レベルにセメントモルタル5内へ埋設する。即ち交差編み部6の上編み線材部の上面とセメントモルタル5の上面8とが同レベルになるようにネット2を埋設する。この埋設により交差編み部6の上編み線材部の上部母線面が僅かに露出した状態になる。   For example, after the net is placed, the upper surface of the net 2 is leveled and pressed using a leveling spatula, and the net 2 is embedded in the surface layer of the upper surface 8 of the cement mortar 5. As a result, the cement mortar 5, mainly the cement paste layer 5 ′, is extruded into the mesh, and is embedded in the cement mortar 5 at substantially the same level as the upper knitted wire portion of the cross knitted portion 6 of the net 2. That is, the net 2 is embedded so that the upper surface of the upper knitted wire portion of the cross knitting portion 6 and the upper surface 8 of the cement mortar 5 are at the same level. By this embedment, the upper bus surface of the upper knitted wire portion of the cross knitting portion 6 is slightly exposed.

又は図示は省略するが、ネット2の交差編み部6の少なくとも下編み線材部を埋設すると共に、上編み線材部の下部がセメントモルタル5の上面8の表層内へ埋設されるようにネット2を埋設する。即ちネット2を半埋設する。この時交差編み部6の上編み線材部の上半部はセメントモルタル5の上面8から露出する。   Or although illustration is abbreviate | omitted, while burying at least the lower knitting wire part of the cross knitting part 6 of the net 2, the net 2 is embedded so that the lower part of the upper knitting wire part is buried in the surface layer of the upper surface 8 of the cement mortar 5. Buried. That is, the net 2 is semi-buried. At this time, the upper half of the upper knitted wire portion of the cross knitting portion 6 is exposed from the upper surface 8 of the cement mortar 5.

他例として上記充填したセメントモルタル5の上面8にネット2を置設した後に上記バイブレーションを与え、然る後均しへらを用いてネット2の上面を均し押さえしつつ網目を通して押し出されたセメントモルタル5、主として網目を通して押し出されたセメントペーストを掻き取る。よって図2A,図2Bに示した上記埋設状態を形成する。   As another example, the cement is extruded through the mesh while the vibration is applied after the net 2 is placed on the upper surface 8 of the filled cement mortar 5 and then the upper surface of the net 2 is leveled and pressed using a leveling spatula. The cement paste extruded through the mortar 5, mainly through the mesh, is scraped off. Therefore, the embedded state shown in FIGS. 2A and 2B is formed.

次に図3Cに示すように、上記セメントモルタル5の硬化後又は半硬化後に上記ネット2を引き剥がす。   Next, as shown in FIG. 3C, the net 2 is peeled off after the cement mortar 5 is cured or semi-cured.

上記ネット2の引き剥がしはセメントモルタル5の硬化後にあっては、脱型後又は脱型前に行う。又セメントモルタル5の半硬化後においては脱型前にネット2を引き剥がす。   The net 2 is peeled off after the cement mortar 5 is hardened, and after the demolding or before the demolding. Further, after the cement mortar 5 is semi-cured, the net 2 is peeled off before demolding.

図8に示すように、上記ネット2の引き剥がしにより、上記セメントモルタル5の上面8、即ちタイル成形用キャビティー3によって成形されたセメントモルタル製タイル1の裏面に、上記ネット2の線材、即ち緯線材2aと経線材2bによって格子状裏足溝7を成形する。   As shown in FIG. 8, when the net 2 is peeled off, the wire material of the net 2, that is, the upper surface 8 of the cement mortar 5, that is, the back surface of the cement mortar tile 1 formed by the tile forming cavity 3, A lattice-shaped back foot groove 7 is formed by the latitude wire 2a and the meridian 2b.

上記格子状裏足溝7はネット2の格子形状に倣い、縦溝と横溝が交差し連通した格子溝であり、更にはネット2の格子編み構造により各縦溝と横溝内に、交差編み部6の線材部で成形された図5,図6Aに示す深溝7aと、交差編み部6間に延在する線材部で成形された図5,図6Bに示す浅溝7bとを成形する。この深溝7aと浅溝7bは各縦溝と各横溝の延在方向、即ち各緯線材2aと各経線材2bの延在方向において交互に配される。   The lattice-like back foot groove 7 is a lattice groove in which the longitudinal groove and the transverse groove intersect and communicate with each other in accordance with the lattice shape of the net 2, and further, the cross knitting portion is formed in each longitudinal groove and the transverse groove by the lattice knitting structure of the net 2. The deep groove 7a shown in FIG. 5 and FIG. 6A formed by the wire portion 6 and the shallow groove 7b shown in FIGS. 5 and 6B formed by the wire portion extending between the cross knitting portions 6 are formed. The deep grooves 7a and the shallow grooves 7b are alternately arranged in the extending direction of each vertical groove and each horizontal groove, that is, in the extending direction of each weft wire 2a and each meridian 2b.

上記セメントモルタル製タイル1の裏面には上記格子状裏足溝7の成形と同時に、該裏足溝7で画成されたネット2の網目に応じた碁盤目状突起10を成形する。   On the back surface of the tile 1 made of cement mortar, simultaneously with the formation of the grid-like back foot grooves 7, grid-like projections 10 corresponding to the meshes of the net 2 defined by the back foot grooves 7 are formed.

上記によって、裏面に裏足溝7を有し、該裏足溝7が線材2a,2bを交差編みして形成した格子編み構造のネット2によって成形された格子状裏足溝7から成り、該格子状裏足溝7が上記ネット2の交差編み部6の線材部で成形された深溝7aを有すると共に、交差編み部6間に延在する線材部で成形された浅溝7bを有するセメントモルタル製タイル1が得られる。   According to the above, the back foot groove 7 is formed on the back surface, and the back foot groove 7 is formed by the lattice-shaped back foot groove 7 formed by the net 2 having the lattice knitting structure formed by cross-knitting the wires 2a and 2b. Cement mortar in which the lattice-shaped back foot groove 7 has a deep groove 7a formed by the wire portion of the cross knitting portion 6 of the net 2 and a shallow groove 7b formed by the wire portion extending between the cross knitting portions 6. A tile 1 is obtained.

又図5,図6,図7に示すように、上記ネット2の引き剥がしにより上記格子状裏足溝7を形成する各縦溝と横溝の縁部のセメントモルタル部を破壊し、即ちネット形成線材2a,2bに沿う表層部のセメントモルタル部、主としてセメントペースト層5′を破壊し、同縁部に破断面9を形成する。このネット2引き剥がしに伴う破壊により格子状裏足溝7の開口部を拡口し、該拡口面を破断面9とする。   Further, as shown in FIGS. 5, 6 and 7, by peeling off the net 2, the cement mortar portion at the edge of each vertical groove and lateral groove forming the lattice-like back foot groove 7 is broken, that is, a net is formed. The cement mortar part of the surface layer part along the wires 2a and 2b, mainly the cement paste layer 5 ', is destroyed, and a fracture surface 9 is formed at the same edge part. The opening of the grid-like back foot groove 7 is expanded by the breakage accompanying the peeling off of the net 2, and the expanded surface is defined as a fractured surface 9.

図4に示すように、少なくとも交差編み部6はセメントモルタル5の上面8の表層内へより深く埋設され、図6A,図7に示すように、同部位によって成形される深溝7aの開口部の縁部、即ち交差編み部6に沿う縁部を顕著に拡口し破断面9を形成する。   As shown in FIG. 4, at least the cross knitting portion 6 is buried deeper in the surface layer of the upper surface 8 of the cement mortar 5, and as shown in FIGS. 6A and 7, the opening of the deep groove 7a formed by the same portion is formed. The edge portion, that is, the edge portion along the cross knitting portion 6 is remarkably expanded to form the fracture surface 9.

交差編み部6間に延在する線材部で成形された浅溝7bの開口部の縁部には、前記したネット2の埋設深さにより上記破断面9を形成しないようにすることができる。   It is possible to prevent the fracture surface 9 from being formed at the edge of the opening portion of the shallow groove 7 b formed by the wire portion extending between the cross knitting portions 6 due to the embedded depth of the net 2 described above.

上記溝開口部の破断面9は前記深溝7a及び浅溝7bと協働してタイル1の接着材との結合力(母材結合力)を強化し、タイル1の貼付強度を向上する上で有効である。   The fracture surface 9 of the groove opening cooperates with the deep groove 7a and the shallow groove 7b to enhance the bonding force (base material bonding force) with the adhesive of the tile 1 and improve the adhesive strength of the tile 1. It is valid.

ネットの要部拡大平面図。The principal part enlarged plan view of a net | network. Aはネットの要部拡大断面図、Bはネットの他例を示す要部拡大断面図。A is a principal part expanded sectional view of a net, B is a principal part expanded sectional view showing other examples of a net. Aは上面開放型にセメントモルタルを充填した状態を示す断面図、Bは該セメントモルタルの上面の表層内へネットを埋設した状態を示す断面図、Cは同ネットを引き剥がした状態を示す断面図。A is a cross-sectional view showing a state where a top surface of the cement mortar is filled with cement mortar, B is a cross-sectional view showing a state where a net is embedded in a surface layer on the top surface of the cement mortar, and C is a cross section showing a state where the net is peeled off Figure. ネットをセメントモルタルの上面の表層部内へ埋設した図3の状態の要部拡大断面図。The principal part expanded sectional view of the state of FIG. 3 which embed | buried the net in the surface layer part of the upper surface of cement mortar. 上記ネットの引き剥がしによりセメントモルタル製タイルの裏面に成形された格子状裏足溝の要部拡大断面図。The principal part expanded sectional view of the lattice-like back foot groove | channel shape | molded on the back surface of the tile made from cement mortar by peeling of the said net | network. Aは上記格子状裏足溝における図4A−A線で示す部位の深溝部の拡大断面図、Bは図4B−B線で示す部位の浅溝部の拡大断面図。4A is an enlarged cross-sectional view of the deep groove portion at the site indicated by the line A in FIG. 4A in the lattice-shaped back foot groove, and B is an enlarged cross-sectional view of the shallow groove portion at the site indicated by the line B-B in FIG. 上記深溝部の拡大平面図。The enlarged plan view of the said deep groove part. セメントモルタル製タイルの裏面の格子状裏足溝形状を示す斜視図。The perspective view which shows the grid | lattice-like back foot groove shape of the back surface of tiles made from cement mortar.

符号の説明Explanation of symbols

1…セメントモルタル製タイル、2…ネット、2a…緯線材、2b…経線材、3…タイル成形用キャビティー、4…上面開放型、5…セメントモルタル、5′…セメントペースト層、6…交差編み部、7…格子状裏足溝、7a…深溝、7b…浅溝、8…セメントモルタルの上面、9…破断面、10…碁盤目状突起。   DESCRIPTION OF SYMBOLS 1 ... Cement mortar tile, 2 ... Net, 2a ... Latent wire material, 2b ... Meridian material, 3 ... Cavity for tile formation, 4 ... Open top type, 5 ... Cement mortar, 5 '... Cement paste layer, 6 ... Crossing Knitting part, 7 ... lattice-like back foot groove, 7a ... deep groove, 7b ... shallow groove, 8 ... upper surface of cement mortar, 9 ... fracture surface, 10 ... grid-like projection.

Claims (3)

セメントモルタル製タイルの裏面に裏足溝を有し、該裏足溝が線材を交差編みして形成した格子編み構造のネットを上記セメントモルタル製タイルの裏面に埋め込みして成形された格子状裏足溝から成り、該格子状裏足溝が上記ネットの交差編み部の線材部で成形された深溝を有すると共に、交差編み部間に延在する線材部で成形された浅溝を有し、上記深溝の開口部の縁部には上記ネットをセメントモルタル製タイルの裏面から引き剥がす時に同縁部セメントモルタルを破壊して形成した破断面を有することを特徴とする裏足溝を有するセメントモルタル製タイル。 The back of the cement mortar tile has a back foot groove, and the back foot groove is formed by embedding a net of a lattice knitting structure formed by cross-knitting wires into the back surface of the cement mortar tile. consists foot groove, possess and has a deep groove that lattice-shaped back leg groove is formed in the wire section of the intersection knitting portion of the net, the shallow grooves molded with the wire portion extending between the intersection knitting section, A cement mortar having a back foot groove, wherein the edge of the deep groove has a fracture surface formed by breaking the edge cement mortar when the net is peeled off from the back surface of the cement mortar tile. Tile. 上面において開放せるタイル成形用キャビティーを有する上面開放型を用い、該タイル成形用キャビティー内にセメントモルタルを充填し、硬化後脱型するセメントモルタル製タイルの成形方法において、裏足溝形成手段として線材を交差編みして形成した格子編み構造のネットを用い、該ネットを上記タイル成形用キャビティーの開放面に面するセメントモルタルの上面に置設してネットの上面を均し押えし、該均し押えにより該ネットを交差編み部の上編み線材部の上面とセメントモルタルの上面とが略同レベルになるように同モルタルの表層内へ埋設し、上記セメントモルタルの硬化後又は半硬化後に上記ネットを引き剥がし、上記セメントモルタル上面(タイル成形用キャビティーによって成形されるセメントモルタル製タイルの裏面)に格子状裏足溝を成形し、該格子状裏足溝内に上記ネットの交差編み部の線材部で深溝を成形すると共に上記ネットの交差編み部間に延在する線材部で浅溝を成形し、上記ネットの引き剥がしにより上記深溝の開口部の縁部のセメントモルタル部を破壊して破断面を形成したことを特徴とする裏足溝を有するセメントモルタル製タイルの成形方法。 In a method for forming a tile made of cement mortar, which uses a top-opening mold having a tile-forming cavity that is open on the top surface, is filled with cement mortar in the tile-forming cavity, and is demolded after curing. Using a net with a lattice knitting structure formed by cross-knitting wire rods, and placing the net on the upper surface of the cement mortar facing the open surface of the tile forming cavity, the upper surface of the net is leveled and pressed, The net is embedded in the surface layer of the mortar so that the upper surface of the upper knitted wire portion of the cross knitted portion and the upper surface of the cement mortar are approximately at the same level by the leveling presser, and after the cement mortar is cured or semi-cured Later, the net is peeled off and the top surface of the cement mortar (the back of the cement mortar tile formed by the tile forming cavity). ) Forming a grid-like back foot groove, forming a deep groove in the cross-knitted portion of the net in the lattice-like back foot groove, and forming a shallow groove in the wire portion extending between the cross-knitted portions of the net A method for forming a tile made of cement mortar having a back foot groove, wherein a fractured surface is formed by destroying a cement mortar portion at the edge of the opening of the deep groove by peeling off the net . 上記線材が断面円形線材又は断面方形線材から成ることを特徴とする請求項2記載の裏足溝を有するセメントモルタル製タイルの成形方法。 3. The method for forming a cement mortar tile having a back foot groove according to claim 2, wherein the wire comprises a cross-sectional circular wire or a cross-sectional square wire.
JP2003388103A 2003-11-18 2003-11-18 Cement mortar tile with back foot groove and molding method thereof Expired - Lifetime JP4086110B2 (en)

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