JPH03183861A - Wet type constructing mechanism for architectural member - Google Patents
Wet type constructing mechanism for architectural memberInfo
- Publication number
- JPH03183861A JPH03183861A JP32445189A JP32445189A JPH03183861A JP H03183861 A JPH03183861 A JP H03183861A JP 32445189 A JP32445189 A JP 32445189A JP 32445189 A JP32445189 A JP 32445189A JP H03183861 A JPH03183861 A JP H03183861A
- Authority
- JP
- Japan
- Prior art keywords
- building material
- architectural
- members
- anchor member
- locking groove
- 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.)
- Pending
Links
- 239000004566 building material Substances 0.000 claims description 50
- 238000010276 construction Methods 0.000 claims description 20
- 238000003780 insertion Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 8
- 239000000919 ceramic Substances 0.000 abstract description 2
- 239000000843 powder Substances 0.000 description 12
- 238000000034 method Methods 0.000 description 8
- 239000002994 raw material Substances 0.000 description 8
- 238000000465 moulding Methods 0.000 description 5
- 229920001971 elastomer Polymers 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 101100136092 Drosophila melanogaster peng gene Proteins 0.000 description 1
- 235000002597 Solanum melongena Nutrition 0.000 description 1
- 244000061458 Solanum melongena Species 0.000 description 1
- 229920006311 Urethane elastomer Polymers 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002379 silicone rubber Polymers 0.000 description 1
- 239000004945 silicone rubber Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
この発明は大形タイル等建材の湿式施工構造に関し、詳
しくはアンカー部材により固定力を確保するように成し
たものに関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a wet construction structure for building materials such as large tiles, and more particularly to a structure in which fixing force is ensured by an anchor member.
（従来の技術及び発明が解決しようとする課Ｍ）比較的
大形のタイル等建材の湿式施工構造として、第７図に示
すように建材１００を並べた上にコンクリート材料を流
し込んで硬化させることにより、コンクリート体成形と
同時に表面に建材１００を張付・固定するようにしたも
のが知られている。この場合において、建材１００の大
きさがＢｏｏｍ−角程度の大きさ以上のときには、ポル
ト１０２を建材裏面から突出させて、そのポルト１０２
及びポルト先端部に設けたツイヤ１０４をコンクリート
内部に埋め込み、それらのアンカー効果によって建材１
００の固定力を確保することが行われる。(Problem M to be solved by the prior art and the invention) As a wet construction structure for building materials such as relatively large tiles, as shown in FIG. 7, concrete material is poured and hardened on top of the building materials 100 lined up. Accordingly, there is known a structure in which a building material 100 is attached and fixed to the surface of the concrete body at the same time as the concrete body is formed. In this case, when the size of the building material 100 is larger than the Boom-angle, the port 102 is made to protrude from the back surface of the building material, and the port 102 is
And the Tsuya 104 provided at the tip of the port is embedded in the concrete, and their anchor effect makes the building material 1
00 fixing force is ensured.
（発明が解決しようとする課題）
ところでこの施工構造の場合、ポルト１０２が建材１０
０裏面から抜けてしまうと固定力が確保されないことと
なり、そこでこの施工構造においては、建材１００の側
端面側からビン穴を開けてここに抜け止ピン１０６を挿
入した上、これをポル）１０２に予め設けである嵌合穴
に嵌め込み、以てポル）１０２の抜け止めをなすように
している。(Problem to be solved by the invention) By the way, in the case of this construction structure, the port 102 is the building material 10.
0 If it comes off from the back side, the fixing force will not be secured, so in this construction structure, a hole is made from the side end surface of the building material 100, a stopper pin 106 is inserted there, and the pin 102 is inserted into the hole. The plug 102 is fitted into a fitting hole provided in advance to prevent the plug 102 from coming off.
しかしながらこのようにすると建材ｌｏｏの取付部品と
しての抜け止ど７１０６が各建材１００毎に必要となる
他、施工に当ってこの抜け止ビン１０６を建材工ｏｏに
形成したピン穴内部に挿入した上でこれをボルト１０２
に設けた嵌合穴に嵌め込む作業が必要であり、施工が面
倒となるとともに構造が複雑となって施工コストが高く
なってしまう。However, if this is done, a stopper 7106 as an attachment part for the building material loo is required for each building material 100, and during construction, the stopper 7106 must be inserted into the pin hole formed in the building material oo. So this is bolt 102
It is necessary to fit it into a fitting hole provided in the hole, which makes the construction troublesome, complicates the structure, and increases the construction cost.
またこの施工構造では、建材１００に対して穴開は加工
を施さなければならず、しかもその穴開は加工は面倒な
作業であるため、建材のコストも高くなってしまう。In addition, in this construction structure, the building material 100 must be drilled, and drilling is a troublesome operation, which increases the cost of the building material.
（課題を解決するための手段）
本発明はこのような課題を解決するためになされたもの
であり、その要旨は、建材裏面に、該建材の板厚方向に
向う挿通部と該挿通部の先端で該裏面と平行方向に拡が
る形態の係合部とを有する係止溝を設ける一方、端部に
被係合部を有するアンカー部材を該係止溝内に挿入して
該被係合部と該係止溝の係合部とを係合させて抜け止め
し、該アンカー部材の他端側を建材裏面より突出させた
状態で該建材裏面側にコンクリート材料を流し込んで硬
化させることにより、コンクリート体成形と同時に該建
材をコンクリート体に張付・固定するように成したこと
にある。(Means for Solving the Problems) The present invention has been made to solve the above problems, and the gist thereof is to provide an insertion portion facing in the thickness direction of the building material and an insertion portion of the insertion portion on the back side of the building material. A locking groove having an engaging portion expanding in a direction parallel to the back surface at the tip is provided, and an anchor member having an engaged portion at the end is inserted into the locking groove, and the engaged portion is inserted into the locking groove. and the engaging part of the locking groove to prevent it from coming off, and pouring concrete material onto the back side of the building material and hardening it with the other end of the anchor member protruding from the back side of the building material, The construction material is attached and fixed to the concrete body at the same time as the concrete body is formed.
（作用及び発明の効果）
このように本発明の施工構造の場合、ボルト等アンカー
部材の抜け止めのための部品及び抜け止めのための作業
を特に必要としない、これにより建材を簡単な作業で容
易にコンクリート体に張付会固定できるようになり、ま
た施工構造が単純化して施工コストも安価となる。(Operation and Effects of the Invention) As described above, in the case of the construction structure of the present invention, parts for preventing anchor members such as bolts from falling out and work for preventing them from falling out are not particularly required. The cladding can be easily fixed to the concrete body, and the construction structure is simplified, resulting in lower construction costs.
また本発明の施工構造にあっては、建材に抜け止ビン挿
入用の穴開は加工を施さなくても良くなるため、建材自
身のコストも安価となる他、その裏面の係止溝を四隅の
みならず中央部その他任意の位置に形成したり、或いは
建材全幅に亘って連続的に形成することにより、アンカ
ー部材を任意の位置から突出させることが可能となり、
これにより固定個所を自由に選択できるようになるとと
もに、建材を所望寸法に切断した場合においても支障な
くアンカー部材を取り付けられる効果が生ずる。In addition, with the construction structure of the present invention, there is no need to drill holes in the building material for inserting the locking bottle, which reduces the cost of the building material itself. By forming the anchor member not only at the center but also at any other arbitrary position, or by forming it continuously over the entire width of the building material, it is possible to make the anchor member protrude from any arbitrary position.
This makes it possible to freely select the fixing location, and also allows the anchor member to be attached without any problem even when the building material is cut to desired dimensions.
（実施例） 次に本発明の実施例を図面に基づいて詳しく説明する。(Example) Next, embodiments of the present invention will be described in detail based on the drawings.
第２図において１０は６００ｍｍＸ６００ｍｍ以上の大
きさのセラミックス建材（厚み１６ｍｍ）であって、裏
面の四隅に係止溝１２が形成されている。この係止ｙＪ
１２は、ｆＩ４３図に示しているように建材裏面より板
厚方向内部に向ラストレートな挿通部１４と、挿通ｆｉ
１４に連続して形成された係合部１６から戒っている。In FIG. 2, reference numeral 10 is a ceramic building material (thickness: 16 mm) with a size of 600 mm x 600 mm or more, and locking grooves 12 are formed at the four corners of the back surface. This locking yJ
12, as shown in Figure fI43, there is an insertion part 14 that is straight in the thickness direction from the back surface of the building material, and an insertion part 14 that is straight in the thickness direction from the back surface of the building material.
14 and an engaging portion 16 formed continuously from the engaging portion 14.
係合部１６は、建材ｌＯの板厚と直角方向、即ち建材裏
面と平行な方向に拡がる形態のものであって、係止面１
７を有している。The engaging portion 16 is of a shape that expands in a direction perpendicular to the thickness of the building material 1O, that is, in a direction parallel to the back surface of the building material, and the engaging portion 16 extends in a direction parallel to the back surface of the building material 10.
7.
第１図はこの係止溝を利用して建材１０をコンクリート
体に張付・固定する具体例を示している。この図におい
て１８は板ばね製のアンカー部材であって、端部に折返
し形状の被係合部２ｏが設けられている。FIG. 1 shows a specific example of attaching and fixing the building material 10 to a concrete body using this locking groove. In this figure, reference numeral 18 denotes an anchor member made of a plate spring, and a folded engaged portion 2o is provided at the end.
本例の施工構造じおいて建材１ｏをコンクリート体に固
定する手順は以下の通りである。先ず（Ａ）に示してい
るようにアンカー部材１８を内向きに弾性変形させて端
部を係止＠１２内に挿入し、そして被係合部２０が係合
部１６まで入り込んだら加えていた力を除いてアンカー
部材１８を外向きに形状復帰させる。するとアンカー部
材１８の被係合部２０と係止溝１２の係合部１６とが互
いに係合し、これによりアンカー部材１８が建材ｌＯよ
り抜け防止される。The procedure for fixing the building material 1o to the concrete body in the construction structure of this example is as follows. First, as shown in (A), the anchor member 18 was elastically deformed inward and the end was inserted into the lock @ 12, and when the engaged part 20 entered the engaging part 16, it was added. The force is removed and the anchor member 18 returns to its outward shape. Then, the engaged portion 20 of the anchor member 18 and the engaging portion 16 of the locking groove 12 engage with each other, thereby preventing the anchor member 18 from coming off from the building material IO.
そこで（Ｂ）に示しているようにこのアンカー部材１８
を装着した複数の建材ｌＯを並べた状態で裏面側にコン
クリート材料を流し込んで硬化させる。これによりコン
クリート体が成形されると同時に、その表面に建材ｌＯ
が張付・固定される。Therefore, as shown in (B), this anchor member 18
Concrete material is poured onto the back side of a plurality of building materials 1O equipped with 100 and then hardened. As a result, the concrete body is formed and at the same time, the building material lO is applied to the surface of the concrete body.
is attached and fixed.
その際コンクリート材料はアンカー部材１８の空間部２
２に入り込んで固化するため、アンカー部材１８がアン
カー効果を発揮するようになり、これにより建材ｌＯが
強固にコンクリート体に固定される。At this time, the concrete material is the space 2 of the anchor member 18.
2 and hardens, the anchor member 18 comes to exhibit an anchor effect, thereby firmly fixing the building material IO to the concrete body.
このように本例の施工構造においては、アンカー部材１
８の被係合部２０と係止溝１２の係合部１６との係合に
よりかかるアンカー部材１８が抜け止めされるから、換
言すれば係止溝１２自身がアンカー部材１８の抜け止め
作用をなすから。In this way, in the construction structure of this example, the anchor member 1
The anchor member 18 is prevented from coming off by the engagement between the engaged portion 20 of No. 8 and the engaging portion 16 of the locking groove 12. In other words, the locking groove 12 itself prevents the anchor member 18 from coming off. From eggplant.
従来のようにボルト抜け止めのためのピン穴を加工・形
成する必要もないし、それらピン穴に対して抜け止ピン
を挿入し且つこれをボルト等のアンカー部材１８に設け
た貫通穴内に嵌め入れる作業も不要となる。これにより
施工作業が簡単化し、施工コストも安価となる。There is no need to process or form pin holes to prevent bolts from coming off as in the conventional method, and the stop pins are inserted into these pin holes and then fitted into through holes provided in anchor members 18 such as bolts. No work is required. This simplifies construction work and reduces construction costs.
尚上記建材ｌＯ裏面の係合溝１２は、例えば第４図に示
す方法で建材１０１Ｒ，形と同時に形成することができ
る。The engagement groove 12 on the back surface of the building material 10 can be formed at the same time as the building material 101R and its shape, for example, by the method shown in FIG.
この図において２４は枠型、２６は上型。In this figure, 24 is a frame mold, and 26 is an upper mold.
２８は下型、３０は凸型部、３２はストッパシリンダ、
３４はストッパブロックである。尚第５図に示している
ように凸型部３０の上端にはゴム弾性体３６が固設され
ている。28 is a lower mold, 30 is a convex part, 32 is a stopper cylinder,
34 is a stopper block. As shown in FIG. 5, a rubber elastic body 36 is fixed to the upper end of the convex portion 30.
本例の方法においては、先ず上型２６を開いた状態で下
型２８及び凸型部３０を所定量下降させて枠型２４と下
型２８との間に成形凹所を形成する。尚この例では凸型
部３０の下降量に対し、下型２Ｂの下降量の方が多くさ
れている。その理由は後に詳述する。In the method of this example, first, with the upper mold 26 open, the lower mold 28 and the convex portion 30 are lowered by a predetermined amount to form a molding recess between the frame mold 24 and the lower mold 28. In this example, the amount of descent of the lower die 2B is greater than the amount of descent of the convex portion 30. The reason will be explained in detail later.
次に（Ｂ）に示しているように成形凹所内に建材ｌＯの
原料粉体を充填し、次いで（Ｃ）に示しているようにス
トッパシリンダ３２を作動させてストッパブロック３４
を突き出し、その後上型２６を下降させて原料粉体を圧
縮成形する。その際枠子げブロック３８にて枠型２４を
当初の成形凹所の深さ、即ち粉入れ深さの約１／２程度
押し下げ、またこれと共に図示しない昇降シリンダによ
り凸型部３０をストッパブロック３４に当たる位置まで
下降させる。このようにして原料粉体の加圧工程が済ん
だら、次に枠型２４を下降或いは上型２６及び下型２８
を上昇させ、そして上型２６が枠型２４の上面より離れ
る時点で（Ｄ）に示しているようにストッパブロック３
４を引き込めて凸型部３０を下降させてこれを成形体よ
り抜き出し、引き続いて枠型２４とＬ型２６及び下型２
８を相対移動させて枠型２４の上面と下型２８の上面と
が面一となったら、上型２６を離して、成形体を取出装
置により取り出す。Next, as shown in (B), the raw material powder of the building material IO is filled into the molding recess, and then, as shown in (C), the stopper cylinder 32 is operated and the stopper block 34 is
is ejected, and then the upper mold 26 is lowered to compress and mold the raw material powder. At this time, the frame 24 is pushed down to the original depth of the molding recess, that is, about 1/2 of the flour insertion depth, using the frame extension block 38, and at the same time, the convex part 30 is moved to the stopper block using an elevating cylinder (not shown). Lower it to the position corresponding to 34. After the pressurizing process of the raw material powder is completed in this way, the frame mold 24 is lowered or the upper mold 26 and the lower mold 28 are lowered.
is raised, and when the upper mold 26 is separated from the upper surface of the frame mold 24, the stopper block 3 is lifted as shown in (D).
4 is retracted, the convex part 30 is lowered and extracted from the molded body, and then the frame mold 24, L mold 26 and lower mold 2 are removed.
8 are relatively moved so that the upper surface of the frame mold 24 and the upper surface of the lower mold 28 become flush with each other, the upper mold 26 is released and the molded body is taken out by a take-out device.
このようにして建材の成形体が得られるが、その成形の
際、凸型部３０によって上記係止溝１２が同時に成形さ
れる。第５図はその様子を具体的に示している６図示の
ように凸型部３０の上端にはゴム弾性体３６が固設され
ているため、原料粉体を加圧すると同時にゴム弾性体３
６が加圧方向と直角方向に弾性変形しく（Ｂ）参照）、
これにより係止＄４１２における係合部が成形される（
（Ｃ）参照）。A molded building material is thus obtained, and during molding, the locking groove 12 is simultaneously molded by the convex portion 30. FIG. 5 specifically shows this situation. As shown in FIG. 6, a rubber elastic body 36 is fixed at the upper end of the convex part 30, so that the raw material powder is pressurized and the rubber elastic body 36 is
6 is elastically deformed in the direction perpendicular to the pressing direction (see (B)),
As a result, the engaging part in the lock $412 is formed (
(See (C)).
さて本例では上記したように第４図の工程（Ｂ）におい
て下型２８と凸型部３０との下降量を異ならせている。Now, in this example, as described above, the amount of descent of the lower die 28 and the convex part 30 is made different in step (B) of FIG.
これは第５図（Ａ）に示しているように、係止溝１２を
成形する部分（イ）と他の部分（ｏ）とで粉体の圧縮率
に差が生ずるのを防止するためである。即ち例えば粉入
れ深さが４０ｍｍでこれを２０ｍｍまで圧縮し、また係
止溝１２を裏面より１０ｍｍの深さで形成する場合を考
えると、凸型部３０を当初からｌｏ■鵬だけ突出させて
おいた場合、（ｏ）の部分では原料粉体が粉入れ深さの
１／２まで圧縮されることとなるが、（イ）の部分では
原料粉体が２／３まで圧縮されることとなり、圧縮率に
差ができてしまう、そこで本例では凸型部３０を当初は
２０ｍｍ突出させておいて原料粉体を成形凹所内に充填
し、その後これを１０園鵬引き込めて原料粉体の加圧圧
縮を行うようにしているのである。このようにすると粉
体の圧縮率は（イ）の部分、（ａ）の部分何れも１／２
となり且つ係止１１１２の深さは１０ｍｍとなる。This is to prevent a difference in the compressibility of the powder between the part (a) where the locking groove 12 is formed and the other part (o), as shown in FIG. 5(A). be. That is, for example, if we consider a case where the powder filling depth is 40 mm and is compressed to 20 mm, and the locking groove 12 is formed at a depth of 10 mm from the back surface, the convex part 30 is made to protrude by lo ■peng from the beginning. In this case, in the part (o) the raw material powder will be compressed to 1/2 of the powder insertion depth, but in the part (a) the raw material powder will be compressed to 2/3 of the depth. Therefore, in this example, the convex part 30 is initially protruded by 20 mm and the raw material powder is filled into the molding recess, and then it is pulled in 10 mm to form the raw material powder. This is to perform pressurized compression. In this way, the compressibility of the powder will be 1/2 in both part (a) and part (a).
In addition, the depth of the lock 1112 is 10 mm.
以上本発明の実施例を詳述したが１本発明はその他の形
態で構成可能である。Although the embodiments of the present invention have been described in detail above, the present invention can be configured in other forms.
例えば上記係止溝１２は、第６図に示しているように縦
方向に設けることもできるし、また建材裏面の四隅のみ
ならず中央部その他の適宜の個所に設けることが可能で
あり、更にこれを断続的に複数形成することもできるし
、縦横に連続して形成することも可能である。或いは対
角線方向にクロス状に形成することも可能である。係止
溝をこのように連続して形成した場合には、建材を切断
して用いる場合においても何等支障を生じない利点が生
ずる。For example, the locking groove 12 can be provided in the vertical direction as shown in FIG. A plurality of these can be formed intermittently, or they can be formed continuously in the vertical and horizontal directions. Alternatively, it is also possible to form them in a cross shape in the diagonal direction. When the locking grooves are formed continuously in this manner, there is an advantage that no trouble occurs even when the building material is cut and used.
その他係止溝の縦断面、横断面形状を他の形状とするこ
とも可能であるし、またゴムの材質はシリコンゴム、ウ
レタンゴムその他加圧により変形能力を持つものであれ
ば他の材質のものを適宜用い得る。In addition, it is possible to make the vertical and cross-sectional shapes of the locking groove other shapes, and the rubber material may be silicone rubber, urethane rubber, or other material as long as it has the ability to deform under pressure. can be used as appropriate.
更には上側ではアンカー部材として板ばね製のものを例
示したが、かかるアンカー部材としてボルトその他の形
態、材質のものを適宜使用することが可能であるなど１
本発明はその主旨を逸脱しない範囲において、当業者の
知識に基づき様々な変更を加えた形態で構成可能である
。Furthermore, although the anchor member made of a plate spring is illustrated above, it is possible to use bolts or other forms and materials as appropriate.
The present invention can be configured with various modifications based on the knowledge of those skilled in the art without departing from the spirit thereof.
第１図は本発明の一実施例である施工構造と施工手順の
一部を示す説明図であり、第２図は同建材の斜視図、第
３図はその建材の係止溝の形状を示す図である。第４図
は同建材の一成形方法の各工程を示す説明図であり、第
５図は同成形方法の作用説明図、第６図は本発明の他の
実施例に用いられる建材の斜視図、第７図は従来の施工
構造とその不具合を説明するための説明図である。
ｌＯ：建材 １２：係止溝
１４：挿通部 １６：係合部
１８：アンカー部材 ２０：被係合部第２
図
第
ａ
図
第
図
０Fig. 1 is an explanatory diagram showing a part of the construction structure and construction procedure according to an embodiment of the present invention, Fig. 2 is a perspective view of the building material, and Fig. 3 shows the shape of the locking groove of the building material. FIG. Fig. 4 is an explanatory diagram showing each step of a method for forming the same building material, Fig. 5 is an explanatory view of the operation of the forming method, and Fig. 6 is a perspective view of a building material used in another embodiment of the present invention. , FIG. 7 is an explanatory diagram for explaining a conventional construction structure and its defects. lO: Building material 12: Locking groove 14: Insertion part 16: Engagement part 18: Anchor member 20: Engaged part 2 Figure a Figure 0
Claims (1)
の先端で該裏面と平行方向に拡がる形態の係合部とを有
する係止溝を設ける一方、端部に被係合部を有するアン
カー部材を該係止溝内に挿入して該被係合部と該係止溝
の係合部とを係合させて抜け止めし、該アンカー部材の
他端側を建材裏面より突出させた状態で該建材裏面側に
コンクリート材料を流し込んで硬化させることにより、
コンクリート体成形と同時に該建材をコンクリート体に
張付・固定するように成したことを特徴とする建材の湿
式施工構造。A locking groove is provided on the back surface of the building material, and the locking groove has an insertion portion extending in the thickness direction of the building material and an engaging portion that extends in a direction parallel to the back surface at the tip of the insertion portion, while an engaged portion is provided at the end. Insert the anchor member having the above into the locking groove to engage the engaged portion and the engaging portion of the locking groove to prevent the anchor member from coming off, and the other end side of the anchor member protrudes from the back surface of the building material. By pouring concrete material onto the back side of the building material and hardening it,
A wet construction structure for a building material, characterized in that the building material is attached and fixed to a concrete body at the same time as the concrete body is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32445189A JPH03183861A (en) | 1989-12-14 | 1989-12-14 | Wet type constructing mechanism for architectural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32445189A JPH03183861A (en) | 1989-12-14 | 1989-12-14 | Wet type constructing mechanism for architectural member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03183861A true JPH03183861A (en) | 1991-08-09 |
Family
ID=18165961
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32445189A Pending JPH03183861A (en) | 1989-12-14 | 1989-12-14 | Wet type constructing mechanism for architectural member |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03183861A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6189280B1 (en) * | 1998-02-27 | 2001-02-20 | Sveldala Trellex Ab | Wall exposed to wear, wear-resisting lining element and fastening means therefor |
| JP2013049996A (en) * | 2011-08-31 | 2013-03-14 | Fuji Yogyo Kk | Exterior tile |
| JP2013049997A (en) * | 2011-08-31 | 2013-03-14 | Something Fine Co Ltd | Concrete block |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6033973A (en) * | 1983-08-04 | 1985-02-21 | 株式会社応用企画 | Formation of cover to building |
-
1989
- 1989-12-14 JP JP32445189A patent/JPH03183861A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6033973A (en) * | 1983-08-04 | 1985-02-21 | 株式会社応用企画 | Formation of cover to building |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6189280B1 (en) * | 1998-02-27 | 2001-02-20 | Sveldala Trellex Ab | Wall exposed to wear, wear-resisting lining element and fastening means therefor |
| JP2013049996A (en) * | 2011-08-31 | 2013-03-14 | Fuji Yogyo Kk | Exterior tile |
| JP2013049997A (en) * | 2011-08-31 | 2013-03-14 | Something Fine Co Ltd | Concrete block |
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