JPS63247455A - Reinforced backing ultra-thin stone plate - Google Patents
Reinforced backing ultra-thin stone plateInfo
- Publication number
- JPS63247455A JPS63247455A JP7803887A JP7803887A JPS63247455A JP S63247455 A JPS63247455 A JP S63247455A JP 7803887 A JP7803887 A JP 7803887A JP 7803887 A JP7803887 A JP 7803887A JP S63247455 A JPS63247455 A JP S63247455A
- Authority
- JP
- Japan
- Prior art keywords
- ultra
- stone
- thin
- thin stone
- 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.)
- Pending
Links
Landscapes
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、建築物の外装材、内装仕上げ材、ディスプレ
ー材、天井材、床材や部屋の内装、備え付けの家具類、
サニタリー用品及び厨房器具として用いる極薄石板に関
する。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to building exterior materials, interior finishing materials, display materials, ceiling materials, flooring materials, room interiors, attached furniture,
This invention relates to ultra-thin stone plates used as sanitary products and kitchen utensils.
〔従来の技術と発明の解決すべき問題点〕従来の石材の
補強材としてはシャコネクタ−として線材を用いたもの
があった。これは、石材に必要な深さの穴を明け、適当
な形状に加工した線材の両端を穴に挿入して固定し、そ
の上にコンクリートを打ち込むものであるが、線材の曲
げ加工が非能率的であるのと、石材の加工が必要である
ため一定以上の厚さが必要であり極薄石材には不適当で
あること、及びセメントのアルカリによる“シミ”を防
ぐために石材のシールが別途に必要であることやシール
した石材とコンクリートとの接着性を良くするために特
別の下地処理が必要であった・
さらに、線材は、その表面積が小さいために線材と石材
の接触面積が小さいので接着力が弱いという欠点があっ
た。特に厚さが3麿耀以下になるとこの傾向はさらに情
実な問題になっていった。[Prior art and problems to be solved by the invention] Conventional reinforcing materials for stone materials include those using wire rods as connectors. This involves drilling a hole to the required depth in the stone, inserting and fixing both ends of a wire rod into the hole, and pouring concrete over the hole, but bending the wire rod is inefficient. In addition, the thickness of the stone must exceed a certain level due to the processing of the stone, making it unsuitable for ultra-thin stones.Additionally, the stone must be sealed separately to prevent "stains" caused by the alkali of cement. In addition, because the surface area of the wire rod is small, the contact area between the wire rod and the stone is small. The drawback was that the adhesive strength was weak. This tendency becomes even more of a serious problem especially when the thickness becomes less than 3mm thick.
従来の問題点である極薄石材を補い、シャコネクタ−の
石材やコンクリートとの接触面積を増やして極薄石材の
適用範囲を拡大することを本発明は目的としている。It is an object of the present invention to compensate for the conventional problem of ultra-thin stones, increase the contact area of the connector with stone or concrete, and expand the range of application of ultra-thin stones.
このために本発明による極薄石材は、極薄石材の裏打に
は部分的に突起係合片を有する薄い金属板を用いて極薄
石材を補強して上記目的を達成している。For this purpose, the ultra-thin stone material according to the present invention achieves the above object by reinforcing the ultra-thin stone material by using a thin metal plate partially having protruding engagement pieces as a backing of the ultra-thin stone material.
本発明の実施例を図面について説明する。 Embodiments of the present invention will be described with reference to the drawings.
第1図に示す例は最も簡素な突起物を形成する場合であ
る。極薄石材1の裏側には金属板に任意の間隔で突起物
2を押出し形成しである裏打材3を貼付けである。突起
物2の押出しは、図の様に突起物2の向きが千鳥状に反
対になっており、その先端4は係合力を強めるためにさ
らに傾斜を付けて折り曲げである。The example shown in FIG. 1 is a case where the simplest protrusion is formed. On the back side of the ultra-thin stone material 1, a backing material 3 is pasted, which is a metal plate with protrusions 2 extruded at arbitrary intervals. When extruding the protrusions 2, the directions of the protrusions 2 are reversed in a staggered manner as shown in the figure, and the tips 4 are further inclined and bent in order to strengthen the engagement force.
裏打材3の金属板としては、鉄板、亜鉛めっき鋼機、ス
ズめっき鋼板、ステンレス板、アルミ板等でよく、要求
される強度により0.2〜211の範囲で選択すればよ
い。The metal plate of the backing material 3 may be an iron plate, a galvanized steel plate, a tin plated steel plate, a stainless steel plate, an aluminum plate, etc., and may be selected within the range of 0.2 to 211 depending on the required strength.
ここに用いる石材の種類と厚さに特に制限はないが、本
発明は、好ましくは5謹膳以下の天然石材に適用する場
合に最も有効である。天然石材としては、みかげ石、大
理石、オニックス等があげられる。また、必要ならば砂
や石をセメントで固めてO1路した人工的な石材をスラ
イスして用いても同様の効果を得ることができる。Although there are no particular restrictions on the type and thickness of the stones used here, the present invention is most effective when applied to natural stones preferably having a size of 5 or less. Examples of natural stone include granite, marble, and onyx. Furthermore, if necessary, the same effect can be obtained by slicing and using artificial stones made by solidifying sand or stones with cement.
裏打材3と極薄石材1の貼付けは、石材に浸み込まない
接着剤を使用する。熱硬化性樹脂、ゴム系接着剤でもよ
いが、耐熱性、耐候性、耐水性、寒熱繰返しに対する抵
抗性等を考慮すると、熱硬化性樹脂からなる接着剤が好
ましい0例えばエポキシ樹脂、エポキシ樹脂を分散させ
た塩素化ポリエチレン、エポキシアクリレート樹脂、不
飽和ポリエステル樹脂等があげられるが、これらに何等
限定されるものではない。The backing material 3 and the ultra-thin stone material 1 are attached using an adhesive that does not penetrate into the stone material. Thermosetting resins and rubber adhesives may be used, but in consideration of heat resistance, weather resistance, water resistance, resistance to cold and heat cycles, etc., adhesives made of thermosetting resins are preferred.For example, epoxy resins, epoxy resins, etc. Examples include, but are not limited to, dispersed chlorinated polyethylene, epoxy acrylate resin, unsaturated polyester resin, and the like.
以上の様に裏打補強された極薄石材5は、そのまま下地
のコンクリートに一体に埋込まれ、鉄板及び突起物によ
って極薄石材の強度を保つと共にコンクリートとの総合
力を強化した状態で建造物に対応できる。The ultra-thin stone material 5 that has been reinforced with backing as described above is directly embedded in the underlying concrete, and the strength of the ultra-thin stone material is maintained by the iron plates and protrusions, while the overall strength with the concrete is strengthened. Can correspond to
また、第2図に示す様に極薄石材5の裏側にlO龍程度
のコンクリート6を均一に打設すると上記と同様の作用
で充分な強度を有する17手の石材と同様な建築材とし
て使用することができる。In addition, as shown in Figure 2, if concrete 6 of the same thickness as 10 dragon is poured uniformly on the back side of ultra-thin stone 5, it can be used as a building material similar to 17-hand stone, which has sufficient strength with the same effect as above. can do.
第3図に示す例は第1図の例に類似しているが、突起物
7が鳩目状に押出され、コンクリートと係合し易い“イ
ソギンチャフ”の様に作られている。The example shown in FIG. 3 is similar to the example shown in FIG. 1, but the protrusions 7 are extruded in the form of eyelets and are made like "sea anemones chaff" that are easy to engage with concrete.
この様な形状によって突起物7の穴の中にもコンクリー
トが充満され、先端に円周状に形成される折曲げ8がコ
ンクリートと密に係合するので、その付着強度は第1図
の例よりも強固なものになる。Due to this shape, the hole of the protrusion 7 is also filled with concrete, and the bend 8 formed in a circumferential shape at the tip tightly engages with the concrete, so that the adhesion strength is as shown in the example in Figure 1. becomes more solid.
第4図の例は、他の例と異なり、数列の突起物9が鉄板
10に作られる。矩形の隆起物の側面llには窓12が
明けてあり、これによってコンクリートの中に充分に隆
起物9が埋め込まれ、その結合力が他の例よりも強く維
持される。In the example shown in FIG. 4, several rows of protrusions 9 are formed on the iron plate 10, unlike the other examples. A window 12 is opened on the side ll of the rectangular ridge, which allows the ridge 9 to be sufficiently embedded in the concrete and maintains its bonding force stronger than in other examples.
次に、第4図に示す実施例を供試材に用いた試験結果を
具体的に示す。Next, test results using the example shown in FIG. 4 as a sample material will be specifically shown.
〔供試材1〕
一辺100■1の正方形で、厚さ5−■に切出した黒み
かげ石lの片面に、接着剤として無溶剤型エポキシ樹脂
変性塩素化ポリエチレン(大阪曹達社製 エマルラック
スNS−AD)2gを均一に塗布した。直ちに、裏打材
としては厚さ0.5鶴の突起係合片を有する板3を圧着
し、該接着剤13の露出している部分に窓12を通して
けい砂3号14をふりかけて、室温で一夜静置した6次
いで該みかげ石1の接着面から40mの厚さにコンクリ
ートを均一に打設し、4週間養生したものを試験体とし
て平面引張り試験を行った。ここに用いたコンクリート
は、水;180、セメント;300、細骨材;除塩砂、
粗骨材;最大寸法20龍枠石、混和材料;AE減水剤で
あり、単位はいずれもkf/rrrである。[Sample material 1] On one side of a piece of black granite cut into a square with sides of 100 cm and a thickness of 5 mm, solvent-free epoxy resin-modified chlorinated polyethylene (Emullux NS- manufactured by Osaka Soda Co., Ltd.) was used as an adhesive. AD) 2g was applied uniformly. Immediately, a plate 3 having a protrusion-engaging piece with a thickness of 0.5 mm was crimped as a backing material, and silica sand No. 3 14 was sprinkled through the window 12 on the exposed part of the adhesive 13, and left at room temperature. Concrete was uniformly cast to a thickness of 40 m from the bonded surface of the granite 1 after being allowed to stand overnight, and after curing for 4 weeks, a plane tensile test was conducted using the specimen as a test piece. The concrete used here was water: 180, cement: 300, fine aggregate, desalinated sand,
Coarse aggregate: Maximum size 20 stone, admixture: AE water reducer, all units are kf/rrr.
〔比較剤1〕
径1.5Hの5US304製線材を第5図のようにシャ
コネクタ−として使用し、上記と同様にして試験体を作
成した。すなわち実施例1で用いたのと同寸法の黒みか
げ石lに幅3鶴、深さ3−の溝15を2本切り、5gの
上記接着剤13を2本の溝の中にも入るようにして全面
に塗布し、該線材16を善導の中央部に一本ずつ嵌め込
んだ後、けい砂3号14を十分ふりかけて室温で一夜静
置した。次いで実施例1と同様にしてコンクリートを打
設して4週間養生した。[Comparative Agent 1] A test specimen was prepared in the same manner as above using a 5US304 wire rod with a diameter of 1.5H as a connector as shown in FIG. That is, two grooves 15 with a width of 3 mm and a depth of 3 mm were cut in a black granite l of the same size as used in Example 1, and 5 g of the adhesive 13 was applied so as to fit into the two grooves. After the wire rods 16 were fitted one by one into the center of the lead wire, silica sand No. 3 14 was sufficiently sprinkled on the wire rods and left overnight at room temperature. Next, concrete was poured in the same manner as in Example 1 and cured for 4 weeks.
この様にして作成した供試材lおよび比較材1を第6図
に示すようにアクソチメント18および平板ブロック1
9にエポキシ樹脂20で接着し、建研式引張試験機で測
定した。測定結果を表1に示す。As shown in FIG.
9 with epoxy resin 20 and measured using a Kenken type tensile tester. The measurement results are shown in Table 1.
表 1
次に、実施例1及び比較例1で作成した試験体を一20
°Cで2時間、次いで+50℃で1時間処理することを
1サイクルとする寒熱繰返し試験をlOサイクル行った
のち、上記と同様にして平面引張り試験を行った結果を
表2に示す。Table 1 Next, the test specimens prepared in Example 1 and Comparative Example 1 were
Table 2 shows the results of a 1O cycle of cold and hot cyclic testing, in which one cycle was treatment at .degree. C. for 2 hours and then at +50.degree. C. for 1 hour, followed by a plane tensile test in the same manner as above.
表 2
これによると、平常時においても寒熱繰返し試験の後に
おいても、本発明によるものは7〜13 kg/dの引
張り強度差を発揮しており、しかもその破断位置は比較
材lと異なって接着強度と直接的に関連のないコンクリ
ート層のみで発生している。According to Table 2, the material according to the present invention exhibits a difference in tensile strength of 7 to 13 kg/d both under normal conditions and after repeated cold and heat tests, and the fracture position is different from that of comparative material 1. This occurs only in the concrete layer, which is not directly related to adhesive strength.
従って、本発明による■打補強極薄石板は極めて有効な
石板として使用することができるものである。Therefore, the hammer-reinforced ultra-thin stone slab according to the present invention can be used as an extremely effective stone slab.
以上の様に構成することにより、本発明による極薄石材
は裏打材の製造、石材の処理、施工及び石材の強度の点
において次の様な効果を奏してい(1)裏打材の製造
■形状を自由に設計できる。By configuring as described above, the ultra-thin stone material according to the present invention has the following effects in terms of backing material production, stone processing, construction, and stone strength. (1) Backing material production ■ Shape can be designed freely.
■連続した金属板に突起係合片本体を一度に多数形成さ
せ得るので効率が良い。生産性大。■Efficiency is high because a large number of protrusion engaging piece bodies can be formed on a continuous metal plate at once. Great productivity.
(2)石材の処理
ソーラーを兼ねた接着剤を塗布するだけよく、その池の
加工は不要。従って穴あけや溝切りなどの困デ「な薄い
石材も使える。(2) Processing of stone There is no need to process the pond, just apply an adhesive that also serves as solar. Therefore, thin stones that are difficult to drill or groove can also be used.
(3)施工
0石材への突起係合片の装着は、1個ずつ分かれた突起
係合片を用いる場合と巽なり、すでに必要な数が必要な
配列で形成された板状のものを装着すればよいので生産
性が高い。(3) Attaching protrusion engagement pieces to construction 0 stones is the same as when using separate protrusion engagement pieces, and plate-shaped pieces with the required number already formed in the required arrangement are attached. Productivity is high because all you have to do is do it.
■金属板を接着したものをつくっておけば、工場にてモ
ルタルやコンクリートを打ってパネルとして製造できる
ほか、現場施工もできる。その際下地側に鉄筋その他の
芯があれば突起係合片を引っ掛けて仮留めすることがで
き、壁面や天井にも施工できる。■If you make a panel by gluing metal plates together, you can manufacture it as a panel by pouring mortar or concrete in a factory, or you can also construct it on-site. At that time, if there is a reinforcing bar or other core on the base side, the protrusion engaging piece can be hooked and temporarily fastened, and it can also be applied to walls and ceilings.
(4)弓Φ度
■金属板の平面部分が接着面として使えるのと、突起係
合片同志が該金属板で接続されているので、接着面積が
大きくとれるのと、全体が一体になっているごとによる
補強効果で接着強度が大となる。(4) Bow Φ Degree■ The flat part of the metal plate can be used as the adhesive surface, and since the protrusion engaging pieces are connected by the metal plate, the adhesive area can be large, and the whole is integrated. Adhesive strength increases due to the reinforcing effect caused by the presence of water.
■石材の裏面が板状物で覆われるので、石材自身補強効
果が大きくなる。■Since the back side of the stone is covered with a plate-like material, the effect of reinforcing the stone itself becomes greater.
■金属板に形成させた突起の先端の鉤状部分がモルタル
またはコンクリート中にも埋設されると、引きはがしや
すりに対して大きな抵抗力を生じ、接着強度が増す。ま
た隆起物の内部にモルタルを流し込むことにより、やは
り同様の効果が得られる。■If the hook-shaped part at the tip of the protrusion formed on the metal plate is embedded in mortar or concrete, it will create a large resistance to peeling files and increase the adhesive strength. A similar effect can also be obtained by pouring mortar inside the raised object.
図面は、本発明の極薄石材を説明するためのもので、第
1図は裏打材の一例を極薄石材に貼り付けた例の斜視図
を示し、第2図は第1図の極)1石材の裏面にコンクリ
ートを均一に打設するものの係合状態を示す断面図、第
3図及び第4図は他の裏打材を示す例の斜視図である。
また、第5図は実施例のものと比較試験をするために製
作した比軸材の斜視図であり、第6図はその試験状態を
示す断面図である。
l・・・極薄石材、2・・・突起物、3・・・裏打材、
5・・・極薄石板、6・・・コンクリート、7・・・突
起物、8・・・折曲片、9・・・隆起物、12・・・窓
、13・・・接着剤、14・・・けい砂、15・・・溝
、16・・・線材、18・・・アクッチメン(・、19
・・・平板ブロック、2o・・・エポキシ樹脂。
出 願 人 マックストン株式会社(外2名)代理人
弁理士 阿 部 龍 吉(外2名)第1図
第2図
第3図The drawings are for explaining the ultra-thin stone material of the present invention; Fig. 1 shows a perspective view of an example of the backing material pasted on the ultra-thin stone material, and Fig. 2 shows the ultra-thin stone material of the present invention. 1. A cross-sectional view showing the engaged state of concrete being poured uniformly on the back surface of a stone, and FIGS. 3 and 4 are perspective views of examples showing other backing materials. Moreover, FIG. 5 is a perspective view of a ratio-axis material manufactured for a comparison test with that of the example, and FIG. 6 is a sectional view showing the test state. l...Ultra-thin stone, 2...Protrusions, 3...Backing material,
5... Ultra-thin stone plate, 6... Concrete, 7... Projection, 8... Bent piece, 9... Protrusion, 12... Window, 13... Adhesive, 14 ... Silica sand, 15 ... Groove, 16 ... Wire rod, 18 ... Akuchmen (..., 19
...Flat block, 2o...Epoxy resin. Applicant Maxton Co., Ltd. (2 others) Agent
Patent Attorney Ryukichi Abe (2 others) Figure 1 Figure 2 Figure 3
Claims (2)
強した極薄石板。(1) Ultra-thin stone plate backed and reinforced with a thin metal plate that partially has protruding engagement pieces.
した極薄石材の裏面全域に均一な保護層を設ける極薄石
板。(2) An ultra-thin stone plate with a uniform protective layer over the entire back surface of an ultra-thin stone material backed and reinforced with a thin metal that partially has protruding engagement pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7803887A JPS63247455A (en) | 1987-03-31 | 1987-03-31 | Reinforced backing ultra-thin stone plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7803887A JPS63247455A (en) | 1987-03-31 | 1987-03-31 | Reinforced backing ultra-thin stone plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63247455A true JPS63247455A (en) | 1988-10-14 |
Family
ID=13650655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7803887A Pending JPS63247455A (en) | 1987-03-31 | 1987-03-31 | Reinforced backing ultra-thin stone plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63247455A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03247850A (en) * | 1990-02-23 | 1991-11-06 | Matsushita Electric Works Ltd | Stone panel |
| JPH044136U (en) * | 1990-04-27 | 1992-01-14 | ||
| JPH0468157A (en) * | 1990-07-06 | 1992-03-03 | Matsukusuton Kk | Building material |
| JPH0473351A (en) * | 1990-07-16 | 1992-03-09 | Fuji Kogyo Kk | Stone-tipped panel |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6010040A (en) * | 1983-06-27 | 1985-01-19 | 吉松 幹夫 | Waterproof alc with decorative board |
-
1987
- 1987-03-31 JP JP7803887A patent/JPS63247455A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6010040A (en) * | 1983-06-27 | 1985-01-19 | 吉松 幹夫 | Waterproof alc with decorative board |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03247850A (en) * | 1990-02-23 | 1991-11-06 | Matsushita Electric Works Ltd | Stone panel |
| JPH044136U (en) * | 1990-04-27 | 1992-01-14 | ||
| JPH0468157A (en) * | 1990-07-06 | 1992-03-03 | Matsukusuton Kk | Building material |
| JPH0473351A (en) * | 1990-07-16 | 1992-03-09 | Fuji Kogyo Kk | Stone-tipped panel |
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