JP2504716Y2 - Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip - Google Patents

Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip

Info

Publication number
JP2504716Y2
JP2504716Y2 JP1991089450U JP8945091U JP2504716Y2 JP 2504716 Y2 JP2504716 Y2 JP 2504716Y2 JP 1991089450 U JP1991089450 U JP 1991089450U JP 8945091 U JP8945091 U JP 8945091U JP 2504716 Y2 JP2504716 Y2 JP 2504716Y2
Authority
JP
Japan
Prior art keywords
ceramic tile
anchor
concrete
dovetail
gripping
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
JP1991089450U
Other languages
Japanese (ja)
Other versions
JPH0719468U (en
Inventor
浩 山岸
孝志 溝
忍 大崎
英雄 居上
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.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP1991089450U priority Critical patent/JP2504716Y2/en
Publication of JPH0719468U publication Critical patent/JPH0719468U/en
Application granted granted Critical
Publication of JP2504716Y2 publication Critical patent/JP2504716Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】本考案はPC板に先付けする大形
セラミックタイルの接着力,剪断力を従来より大幅に向
上させる、新規な構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a novel structure for significantly improving the adhesive force and shearing force of a large-sized ceramic tile to be attached to a PC board as compared with the conventional structure.

【0002】[0002]

【従来の技術】(1)第1の従来技術 従来、小形タイルで、コンクリートとの接着面に深さ
0.5[mm]ないし1.0[mm]のあり溝を設けた
ものは広く利用されている。
2. Description of the Related Art (1) First Prior Art Conventionally, small tiles having a groove having a depth of 0.5 [mm] to 1.0 [mm] on an adhesive surface with concrete are widely used. Has been done.

【0003】(2)第2の従来技術 従来また、例えば縦横60[cm]程度の大形タイルと
PCコンクリートを先付けする場合には、コンクリート
の硬化収縮時に発生する応力によりタイルに亀裂が入る
のを防止するため、接着面全面に、例えばブルチゴムの
ような弾性接着剤層を介して張りつけ前記収縮応力を吸
収し、あり溝とは全く別に穴を設け、該穴を通して金属
アンカーを取付けボルトナット等により緊結したものが
知られている。
(2) Second Prior Art Conventionally, when a large tile of about 60 [cm] in length and width and PC concrete are attached in advance, the tile is cracked due to the stress generated when the concrete shrinks during curing. In order to prevent the above, the whole adhesive surface is attached with an elastic adhesive layer such as burch rubber to absorb the shrinkage stress, a hole is provided completely different from the dovetail groove, and a metal anchor is attached through the hole to attach a bolt nut, etc. It is known that it is tighter.

【0004】(3)第3の従来技術 従来更に、ミヤコネクターと称される標準形による、セ
ラミックタイルとPCコンクリートとの結合金物が存在
する。
(3) Third Prior Art Conventionally, there is a metal fitting of ceramic tile and PC concrete by a standard type called a my connector.

【0005】[0005]

【本考案の目的:解決すべき課題】しかしながら、前記
各従来技術はすべて、夫々未だ次のように大きな欠点を
有するものである。
SUMMARY OF THE INVENTION However, all of the above prior arts still have the following major drawbacks.

【0006】第1の従来技術は、昔ながらの小形タイル
であるから、個々の重量は軽くあり溝も小さいので、未
硬化のコンクリートが充分に流れ込まず、あり溝の中に
空洞を生ずるため、セラミックタイルとPC板の接着面
の付着力,引張力,剪断力等は極めて弱いものとなると
いう欠点がある。 また、従来多く使用されているあり
溝小片タイルは若干の効果が認められる反面、従来のあ
り溝付近に亀裂の発生した小片タイルPCコンクリート
を示す図4の如く従来コンクリート4の収縮によってあ
り溝2の上辺鋭角部附近に亀裂21が発生することが多
く、大きな欠点があった。 其の上小形タイルの個々と
PC板の接着は多くの手間を必要とする点において、益
々大きな問題点が残っている。
[0006] The first prior art is a traditional small tile, so that the individual weight is light and the groove is small, so that the uncured concrete does not flow sufficiently and a cavity is created in the dovetail. There is a drawback that the adhesive force, the tensile force, the shearing force, etc. of the adhesive surface between the tile and the PC board are extremely weak. In addition, while the dovetail small piece tile that has been widely used in the past has some effect, the conventional concrete 4 shrinks as shown in FIG. 4, which shows the conventional small piece tile PC concrete with cracks near the dovetail groove 2. A crack 21 was often generated near the acute corner of the upper side, which was a big drawback. Moreover, the bonding of the individual small tiles to the PC board requires a lot of trouble, and thus there remains an even greater problem.

【0007】第2の従来技術は、大形セラミックタイル
のPC板への接着であるが、直接接着したものは、亀裂
が入らなければ、15[kg/cm]位の引張強度と
なるけれども、ほとんどの場合コンクリートの硬化の際
の収縮によって亀裂が入ってしまうことは前述の通りで
大きな欠点がある。 また上記のブルチゴムなどの弾性
層を全面に介して接着したものは、引張強度が弱く6な
いし8[kg/cm]位に低下する上、接着層が有機
物であるから経年劣化が必至であるという問題点があ
る。 更に、その上に火災時には有毒ガスを発生する危
険性を有するという一大欠点を有する。
The second prior art is the adhesion of a large ceramic tile to a PC board, but the direct adhesion has a tensile strength of about 15 [kg / cm 2 ] unless cracks occur. As described above, there is a major drawback in that cracking occurs due to shrinkage during hardening of concrete in most cases. In addition, the above-mentioned one in which an elastic layer such as burch rubber is adhered through the entire surface has a weak tensile strength and is lowered to about 6 to 8 [kg / cm 2 ], and since the adhesive layer is an organic substance, deterioration over time is inevitable. There is a problem. Moreover, it has a major drawback that it has a risk of producing toxic gas in case of fire.

【0008】第3の従来技術は標準金物による張り合わ
せ結合であるから、大きな金物を使えば大きな結合力が
得られるので大形タイルにも利用されているけれども、
これらの二次加工には、多くの手間を要し、金物材料費
コストも高く、従って生産性は著しく低下するという欠
点がある。
[0008] The third prior art is a gluing connection using a standard metal object, so a large metal object can be used to obtain a large bonding force, so it is also used for large tiles.
These secondary processings have the drawbacks that much labor is required, the cost of metal materials is high, and the productivity is significantly reduced.

【0009】本考案は、上記すべての従来技術の諸欠点
を殆んど除去し、多くの手間を必要とせず、収縮応力を
合理的に吸収することにより亀裂も発生せず、従って接
着面引張強度が、いずれの従来技術の場合の倍以上であ
って、経年劣化もなく、かつまた、火災時にも有毒ガス
は殆んど発生せず、生産性、品質共に高く、災害にも強
いというところの、PC板先付用大形セラミックタイル
の著しく新規なる構造を創始提供することを目的とす
る。
The present invention eliminates all of the above-mentioned drawbacks of the prior art, does not require much labor, and does not cause cracks by reasonably absorbing shrinkage stress. The strength is more than double that of any of the conventional technologies, no deterioration over time, and almost no toxic gas is generated in the event of a fire. Both productivity and quality are high, and it is resistant to disasters. The purpose of the invention is to provide a remarkably new structure of a large-sized ceramic tile for a PC board.

【0010】[0010]

【本考案の構成:課題解決の手段】本考案においては、
上記の課題を解決するため下記の極めて有効なる幾つか
の新規な手段を創始構成した。 即ち先ず、あり溝の深
さは、従来の1[mm]下に対し倍以上の2[mm]
以上5[mm]以下とした。2[mm]未満では未硬化
PCコンクリートが充分流れ込まず、また5[mm]
を超えると、タイルの厚さの半分以上となり、その部分
の強度が、弱くなるからである。 またあり溝の幅は
[mm]以上10[mm]以下としたが、これも[m
m]未満では未硬化コンクリートが充分に入らず、また
10[mm]を超えると、あり溝としての把持力が弱く
なるからである。 次に上記のあり溝を大形セラミック
タイルのPC板との接着面に複数条ほぼ平行に設ける。
そうすると隣接するあり溝の最寄りの凹部は相互に反
対側を向いており、それに帯状で側面C字型の弾性アン
カーの両端を隣接するあり溝の凹部に入れ握着嵌合させ
たことを特徴とする構造とする。 この側面C字型の弾
性アンカーの材質は例えば、ばね鋼を用いる。ばね鋼は
熱処理ばね鋼でも加工ばね鋼でもよい。 次に、あり溝
の相互の間隔は300[mm]以下が望ましい。 これ
を超えるとセラミック板とPC板の全体の接着力が低下
するからである。 更にまた、あり溝内面及び溝周辺の
一部に弾性を有する接着剤を塗布する。 これは未硬化
PCコンクリートが硬化する際の収縮応力が溝の部分に
集中するので、それらの応力を吸収することにより、P
Cコンクリートの収縮亀裂を防止するためである。
[Structure of the present invention: means for solving the problem] In the present invention,
In order to solve the above-mentioned problems, the following extremely effective new means have been founded and constructed. That First, there depth of the groove, the conventional 1 [mm] 2 more than doubled with respect to following [mm]
The above is set to 5 [mm] or less. If it is less than 2 [mm], uncured PC concrete will not flow sufficiently and it will be 5 [mm].
When it exceeds, the thickness becomes more than half of the thickness of the tile, and the strength of that portion becomes weak. The width of the dovetail groove is 5
Although it is set to [mm] or more and 10 [mm] or less, this is also 5 [m]
m] is less than uncured concrete, and
This is because if it exceeds 10 [mm], the gripping force as the dovetail groove becomes weak. Next, the above dovetail grooves are provided in a plurality of lines substantially parallel to the bonding surface of the large-sized ceramic tile with the PC plate.
Then, the nearest recesses of the adjacent dovetails face each other, and both ends of the band-shaped and side C-shaped elastic anchors are inserted into the recesses of the adjoining dovetails to be fitted by gripping. The structure is For example, spring steel is used as the material of the side C-shaped elastic anchor. The spring steel may be heat treated spring steel or machined spring steel. Next, the distance between the dovetail grooves is preferably 300 [mm] or less. This is because if it exceeds this, the adhesive strength of the entire ceramic plate and the PC plate is reduced. Furthermore, an elastic adhesive is applied to the inner surface of the dovetail groove and a part of the periphery of the groove. This is because the shrinkage stress when the uncured PC concrete hardens concentrates in the groove part, so by absorbing those stresses, P
This is to prevent shrinkage cracks of C concrete.

【0011】[0011]

【作用】本考案では、従来技術と大きく異なり、大形タ
イルで、あり溝の深さも幅も従来の倍以上であるから、
モルタルを含むPCコンクリートが非常によく流入する
ので、従来のような空洞部が全く出来ず、硬化後は充分
な引張強度を発生する。また、あり溝部の一部又は全部
或は周辺部に弾性接着剤を塗布したので、応力が最も集
中しやすい、あり溝の周辺において、その応力が吸収さ
れるから亀裂が発生しないという作用となる。 更に帯
状アンカーは、バネ状鋼を用いるのでC字状の両端を難
なく広げることにより、隣接するあり溝の隣接する凹部
にC字状アンカーの各端を緊密に握着させることができ
る。 而して、C字状アンカーが握着された形におい
て、未硬化コンクリートが充分に流し込まれ、かつ硬化
すると、C字部分の前後には固化したコンクリートが存
在することになるので、該あり溝C字型アンカー付大形
セラミックタイルと、その後に形成固化されたPCコン
クリートの間に引張力或は剪断力が加わっても、前記ア
ンカーのC字型は剛的状態になっているから非常に変形
しにくい。 従って該C字型アンカーの、隣接あり溝に
対する握着状態も変形せず、強固であるから、この本考
案の構造は、従来にない大きな引張力,剪断力を発揮す
ることになる。
In the present invention, unlike the prior art, it is a large tile and the depth and width of the dovetail groove are more than double those of the conventional one.
Since PC concrete containing mortar flows in very well, no cavity as in the conventional case can be formed and sufficient tensile strength is generated after curing. Further, since the elastic adhesive is applied to a part or all or the peripheral portion of the dovetail groove, stress is most likely to be concentrated, and the stress is absorbed in the periphery of the dovetail groove so that cracks do not occur. . Further, since the strip-shaped anchor is made of spring steel, the ends of the C-shaped anchor can be tightly gripped in the adjacent recesses of the adjacent dovetail groove by expanding the C-shaped ends without difficulty. Thus, when the uncured concrete is sufficiently poured and hardened in the form in which the C-shaped anchor is gripped, solidified concrete exists before and after the C-shaped portion. Even if a tensile force or a shearing force is applied between the large-sized ceramic tile with a C-shaped anchor and the PC concrete that is subsequently formed and solidified, the C-shaped of the anchor is in a rigid state, which is extremely high. Hard to deform. Therefore, the gripping state of the C-shaped anchor with respect to the adjacent groove is not deformed and is strong, so that the structure of the present invention exerts a large tensile force and shearing force which have never been seen.

【0012】[0012]

【実施例1】本考案に係るあり溝アンカー握着プレキャ
ストコンクリート板先付用大形セラミックタイルの構造
について図1,図2並びに図3を用いて説明する。図1
は、本実施例におけるプレキャストコンクリート板先付
用セラミックタイルのPCコンクリート打設前の上面
図,図2はその正面図,図3はあり溝部周辺の拡大正面
図である。 900[mm]×900[mm]×6[m
m]の大形セラミックタイル1の裏面に幅20[m
m]、深さ3[mm]のあり溝2を2本一対で300
[mm]ピッチで3本設置した。 更に幅20[m
m]、厚さ1[mm]の弾性帯状金属をC型に湾曲させ
ばね状にしてできた金属アンカー3の端部を少し拡げ、
あり溝2の楔形部に引掛けて握着する。 次にあり溝2
の周辺平面部に幅50[mm]に亘ってポリサルファイ
ド接着剤を約1[mm]の厚さに塗布しその接着面40
[%]を弾性層5とした後、未硬化のPCコンクリート
4を打設した。 施工後の初期の大形セラミックタイル
1の面反りは大幅に減少していることからPCコンクリ
ート4の硬化及び乾燥収縮による変位をポリサルファイ
ド接着剤の弾性層5が吸収していることが確認できた。
又接着強度に関しては、大形セラミックタイル1とP
Cコンクリート4との直接接着部が20[kg/c
],ポリサルファイド接着剤部分が8[kg/cm
]であり前者の面積が広いから平均値としては18
[kg/cm]という高い接着力を得ることが出来
た。 更に金属アンカー3部分の接着強度は40〜50
[kg/cm]以上であることが確認され、総合的に
見ると従来の倍以上の25[kg/cm]という引張
強度が得られ、極めて安定した構造を有する事がわかっ
た。
[Embodiment 1] The structure of a dovetail anchor grip precast concrete plate pre-applied large-sized ceramic tile according to the present invention will be described with reference to FIGS. 1, 2 and 3. FIG.
FIG. 3 is a top view of the ceramic tile for precast concrete plate tip attachment in this embodiment before PC concrete placement, FIG. 2 is its front view, and FIG. 3 is an enlarged front view of the periphery of the dovetail groove. 900 [mm] x 900 [mm] x 6 [m
[m] large ceramic tile 1 has a width of 20 [m on the back surface.
m] and depth 3 [mm], two dovetail grooves 2 in pairs 300
Three pieces were installed at a [mm] pitch. Furthermore, width 20 [m
m] and a thickness of 1 [mm], an elastic band-shaped metal is bent into a C shape to have a spring shape, and the end portion of the metal anchor 3 is slightly expanded.
Hook on the wedge-shaped part of the dovetail groove 2 and hold it. Next dovetail 2
A polysulphide adhesive is applied to the peripheral flat surface of the sapphire over a width of 50 [mm] to a thickness of about 1 [mm], and the adhesive surface 40
After making [%] the elastic layer 5, uncured PC concrete 4 was cast. Since the warp of the large ceramic tile 1 in the initial stage after the construction was significantly reduced, it was confirmed that the elastic layer 5 of the polysulfide adhesive absorbs the displacement of the PC concrete 4 due to hardening and drying shrinkage. .
Regarding the adhesive strength, the large ceramic tile 1 and P
Direct adhesion to C concrete 4 is 20 [kg / c
m 2 ], polysulfide adhesive part is 8 [kg / cm
2 ] and the former is large, the average value is 18
A high adhesive strength of [kg / cm 2 ] could be obtained. Furthermore, the adhesive strength of the metal anchor 3 part is 40 to 50.
It was confirmed that it was [kg / cm 2 ] or more, and when viewed comprehensively, a tensile strength of 25 [kg / cm 2 ] which was more than double that of the conventional one was obtained, and it was found that it has an extremely stable structure.

【0013】[0013]

【本考案の効果】(1)本考案では、セラミックタイル
のPCコンクリート板接着面のあり溝の幅と深さを従来
の倍以上にしたので、未硬化PCコンクリートが充二分
に入ることにより、従来技術によく見られるあり溝部の
空洞は全く無くなるから引張強度,剪断強度が可成り増
大する。
[Effects of the Invention] (1) In the present invention, since the width and depth of the groove on the PC concrete plate bonding surface of the ceramic tile are more than double those of the conventional one, the uncured PC concrete can be filled in half. Since the cavity of the dovetail groove that is often seen in the prior art is completely eliminated, the tensile strength and shear strength are considerably increased.

【0014】(2)また本考案では、従来技術のように
セラミックタイルのPCコンクリートとの接着面全部に
弾性接着剤を塗布するのでなく、あり溝部に限ったの
で、大部分の接着面にあいて、セラミックタイルとPC
コンクリートが直接接着するから、あり溝部でPCコン
クリートの硬化収縮による応力を吸収し得て収縮亀裂を
なくすると共に、接着強度が従来より抜群に大となる。
(2) In the present invention, the elastic adhesive is not applied to the entire bonding surface of the ceramic tile with the PC concrete as in the prior art, but only the groove portion is provided. And ceramic tile and PC
Since the concrete is directly adhered, the stress due to the hardening shrinkage of the PC concrete can be absorbed in the dovetail groove, the shrinkage crack is eliminated, and the adhesive strength becomes remarkably higher than the conventional one.

【0015】(3)本考案ではアンカー部においても構
造が全く異なり、セラミック板に孔をあけてアンカーを
通すのではなく、弾性帯状C字型アンカーの先端を拡げ
て、隣接のあり溝に入れるだけであるから、作業能率生
産性が従来技術の何倍にも高くなり、従ってコストは安
くなる。
(3) In the present invention, the structure of the anchor portion is also completely different. Instead of forming a hole in the ceramic plate to pass the anchor, the tip of the elastic strip C-shaped anchor is expanded and inserted into the adjacent dovetail groove. As a result, work efficiency and productivity are many times higher than those of the prior art, and thus costs are low.

【0016】(4)その上、本考案のC字型アンカーは
PCコンクリート硬化後、C字型を安定的に維持するの
で、大形セラミックタイルとPC板間の接着力引張力
は、従来よりも著しく大となる。
(4) In addition, since the C-shaped anchor of the present invention maintains the C-shape stably after the PC concrete is hardened, the adhesive force between the large ceramic tile and the PC board is more than the conventional one. Will also be significantly larger.

【0017】(5)本考案のPCコンクリート板先付用
大形セラミックタイルは、経年劣化は殆んどなく、火災
に際して有毒ガスを発生することもなく、安定した形で
使用できる。
(5) The large-sized ceramic tile for pre-applying a PC concrete plate according to the present invention is hardly deteriorated with time, does not generate toxic gas in the event of a fire, and can be used in a stable form.

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

【図1】本考案実施例におけるPC板先付用大形セラミ
ックタイルのPCコンクリート打設前の上面図。
FIG. 1 is a top view of a large-sized ceramic tile for PC board attachment in an embodiment of the present invention before PC concrete is placed.

【図2】本考案実施例におけるPC板先付用大形セラミ
ックタイルの正面図。
FIG. 2 is a front view of a large-sized ceramic tile for PC board tip attachment according to an embodiment of the present invention.

【図3】PC板先付用大形セラミックタイルのあり溝部
周辺の拡大正面図。
FIG. 3 is an enlarged front view around a dovetail groove portion of a large-sized ceramic tile for PC board attachment.

【図4】従来技術におけるあり溝付近に亀裂の発生した
小片タイルPCコンクリートを示す断面図。
FIG. 4 is a cross-sectional view showing a small piece tile PC concrete in which a crack has occurred near a dovetail groove in the related art.

【符号の説明】[Explanation of symbols]

1 大形セラミックタイル 2 あり溝 3 アンカー 4 PCコンクリート 5 弾性接着剤層 21 従来技術におけるあり溝部PCコンクリートの亀
1 Large Ceramic Tile 2 Dovetail 3 Anchor 4 PC Concrete 5 Elastic Adhesive Layer 21 Cracks in Dovetail PC Concrete in Conventional Technology

───────────────────────────────────────────────────── フロントページの続き (72)考案者 溝 孝志 東京都新宿区西新宿1丁目25番1号大成 建設株式会社 内 (72)考案者 大崎 忍 東京都中央区銀座2−3−6大倉商事株 式会社内 (72)考案者 居上 英雄 栃木県河内郡河内町下岡本3728−8株式 会社クレー ・バーン・セラミックス内 (56)参考文献 実開 昭63−25712(JP,U) 実開 昭55−59020(JP,U) ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Takashi Mizo 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation (72) Inventor Shinobu Osaki 2-3-6 Okura, Ginza, Chuo-ku, Tokyo Incorporated company (72) Inventor Hideo Igami 3728-8 Shimookamoto, Kawachi-cho, Kawachi-gun, Tochigi Clay Burn Ceramics Co., Ltd. (56) References 63-25712 (JP, U) Actual 55 -59020 (JP, U)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】深さ2[mm]以上5[mm]以下、幅
[mm]以上10[mm]以下のあり溝を、プレキャス
トコンクリート板(PC板と略称する)との接着面に複
数条設け、該あり溝の一部又は全部に弾性を有する接着
剤を塗布し、該他のあり溝の相互に隣接する各凹部に、
弾性帯状C字型金属アンカーの両端を握着させて成るこ
とを特徴とする、あり溝アンカー握着PC板先付用大形
セラミックタイル。
1. A depth of 2 [mm] or more and 5 [mm] or less and a width of 5
A plurality of dovetail grooves having a diameter of not less than [mm] and not more than 10 [mm] are provided on an adhesive surface with a precast concrete plate (abbreviated as a PC plate), and an elastic adhesive is applied to a part or all of the dovetail grooves. , In each of the recesses adjacent to each other of the other dovetail groove,
A large-sized ceramic tile for attaching a dovetail anchor grip PC plate tip, characterized by being formed by gripping both ends of an elastic band C-shaped metal anchor.
JP1991089450U 1991-08-09 1991-08-09 Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip Expired - Lifetime JP2504716Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991089450U JP2504716Y2 (en) 1991-08-09 1991-08-09 Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991089450U JP2504716Y2 (en) 1991-08-09 1991-08-09 Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip

Publications (2)

Publication Number Publication Date
JPH0719468U JPH0719468U (en) 1995-04-07
JP2504716Y2 true JP2504716Y2 (en) 1996-07-10

Family

ID=13971026

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991089450U Expired - Lifetime JP2504716Y2 (en) 1991-08-09 1991-08-09 Arizo Anchor-Gripping Precast Concrete Large Ceramic Tile for Board Tip

Country Status (1)

Country Link
JP (1) JP2504716Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012082610A (en) * 2010-10-12 2012-04-26 Oribe Seito Kk Tile exfoliation preventing tool, pc plate and manufacturing method therefor

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5559020U (en) * 1978-10-17 1980-04-22
JPS6325712U (en) * 1987-04-10 1988-02-19

Also Published As

Publication number Publication date
JPH0719468U (en) 1995-04-07

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