JPH04105349U - Tile construction structure - Google Patents
Tile construction structureInfo
- Publication number
- JPH04105349U JPH04105349U JP3480191U JP3480191U JPH04105349U JP H04105349 U JPH04105349 U JP H04105349U JP 3480191 U JP3480191 U JP 3480191U JP 3480191 U JP3480191 U JP 3480191U JP H04105349 U JPH04105349 U JP H04105349U
- Authority
- JP
- Japan
- Prior art keywords
- tile
- corrosion
- adhesive layer
- resistant reinforcing
- reinforcing plate
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 239000012790 adhesive layer Substances 0.000 claims abstract description 32
- 238000005260 corrosion Methods 0.000 claims abstract description 32
- 230000007797 corrosion Effects 0.000 claims abstract description 32
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 31
- 239000000853 adhesive Substances 0.000 description 18
- 230000001070 adhesive effect Effects 0.000 description 18
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000007767 bonding agent Substances 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920001059 synthetic polymer Polymers 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Building Environments (AREA)
Abstract
(57)【要約】
【目的】 下地にクラツクが発生してもタイルにクラツ
クを発生させることのない施工構造。
【構成】 下地面２ａに軟質の接着剤層７を介して耐食
性補強板８が貼着され、該耐食性補強板８に硬質の接着
剤層９を介してタイル１が貼着されていること。
(57) [Summary] [Purpose] A construction structure that does not cause cracks in the tiles even if cracks occur in the base. [Structure] A corrosion-resistant reinforcing plate 8 is attached to the base surface 2a via a soft adhesive layer 7, and a tile 1 is attached to the corrosion-resistant reinforcing plate 8 via a hard adhesive layer 9.
Description
【０００１】0001
本考案は、下地面にタイルを貼着する施工構造の改良に関する。 The present invention relates to an improvement in a construction structure in which tiles are attached to a base surface.
【０００２】0002
従来、タイルの施工構造は、図２に示す如く、内壁，外壁又は床のコンクリー ト面又はモルタル下地等からなる下地２の表面２ａに、張り付けモルタル層３で タイル１を強力に貼着したものがある。 Conventionally, the construction structure of tiles is as shown in Fig. 2. A mortar layer 3 is applied to the surface 2a of the base 2 made of a top surface or a mortar base etc. There is one with Tile 1 strongly attached.
【０００３】0003
ところで、下地２は、温度差，道路振動又は地盤沈下等によりクラツク４の発 生がある。このクラツク４が発生するときには、下地２からモルタル層３を介し てタイル１に力が伝達する。この伝達する力は、タイル１の強度よりも大きいこ とがある。この場合、タイル１は、その強度不足からクラツク５が発生する。こ のタイル１のクラツク５は、タイル壁面の美感を損うと共に、タイルを剥離させ る等の問題を生じさせる。殊に大型タイル（平面が３００ｍｍ×３００ｍｍ角以 上のもの）にあつては、この問題は顕著である。なお、クラツク５の発生したタ イル１を張り替えても、やはり同じ箇所でクラツク５が発生する。 By the way, the substrate 2 is prone to cracks 4 due to temperature differences, road vibrations, ground subsidence, etc. There is life. When this crack 4 occurs, it is necessary to force is transmitted to tile 1. This transmitted force is greater than the strength of tile 1. There is. In this case, crack 5 occurs in tile 1 due to its insufficient strength. child Crack 5 on tile 1 spoils the aesthetic appearance of the tile wall surface and causes the tile to peel off. This may cause problems such as Especially large tiles (with a flat surface of 300 mm x 300 mm square or more) (above), this problem is significant. In addition, the time when crack 5 occurred is Even if I replace the wall 1, the crack 5 still occurs at the same location.
【０００４】 本考案は、上記問題に鑑み、下地にクラツクが発生してもタイルにクラツクを 発生させることのないタイルの施工構造の提供を目的とする。0004 In view of the above problems, this invention prevents cracks from forming on tiles even if cracks occur in the base. The purpose is to provide a tile construction structure that does not cause any generation of tile.
【０００５】[0005]
本考案が採用した手段は、下地面にタイルを貼着する施工構造において、下地 面に軟質の接着剤層を介して耐食性補強板が貼着され、該耐食性補強板に硬質の 接着剤層を介してタイルが貼着されていることを特徴とするタイルの施工構造で ある。 The method adopted by this invention is that in a construction structure where tiles are attached to the base surface, A corrosion-resistant reinforcing plate is attached to the surface via a soft adhesive layer, and a hard plate is attached to the corrosion-resistant reinforcing plate. A tile construction structure characterized by the tiles being attached via an adhesive layer. be.
【０００６】[0006]
耐食性補強板及びタイルは、硬質の接着剤層で接合され、一体化した積層体と なつている。そのため、積層体は、曲げ又は引張等の機械的強度が、耐食性補強 板及びタイルの単独の強度に比べ非常に大きくなる。 下地面にクラツクが発生したとき、下地面と耐食性補強板を接着する軟質の接 着剤層は、クラツク発生箇所及びこの近傍に対応する部分が伸びるので、クラツ クの発生に追従して変形する。しかし、耐食性補強板及びタイルからなる積層体 は、変形する軟質の接着剤層から外力を受けても、その大きな機械的強度で外力 に対抗するため容易に損傷しない。 Corrosion-resistant reinforcing plates and tiles are bonded with a hard adhesive layer to form an integrated laminate. It's summery. Therefore, the laminate has mechanical strength such as bending or tensile strength, corrosion resistance reinforcement, etc. The strength is much greater than that of the board and tile alone. When a crack occurs on the subsurface, a soft bonding agent is used to bond the subsurface and the corrosion-resistant reinforcing plate. The adhesive layer stretches at the location where the crack occurs and in the vicinity of this area, so the adhesive layer It deforms according to the occurrence of cracks. However, laminates made of corrosion-resistant reinforcing plates and tiles Even if it receives external force from the deforming soft adhesive layer, it can withstand external force with its large mechanical strength. Not easily damaged due to its resistance to
【０００７】[0007]
本考案に係るタイルの施工構造（以下、「本案構造」という）を図１に示す実 施例に基づいて説明する。 The construction structure of the tile according to the present invention (hereinafter referred to as the “proposed structure”) is shown in Figure 1. This will be explained based on an example.
【０００８】 本案構造の実施例は、下地面２ａに軟質の接着剤層７を介して耐食性補強板８ が貼着され、該耐食性補強板８に硬買の接着剤層９を介してタイル１が貼着され ている。[0008] In the embodiment of the proposed structure, a corrosion-resistant reinforcing plate 8 is attached to the base surface 2a via a soft adhesive layer 7. is attached, and the tile 1 is attached to the corrosion-resistant reinforcing plate 8 via a hard-purchased adhesive layer 9. ing.
【０００９】 下地２は、内壁，外壁又は床に、打設コンクリート又はモルタル下地等で形成 され、その表面が下地面２ａとなる。下地面２ａは、接着剤層７の接着強度の向 上を図るために、凹凸部（図示は省略）を必要に応じて設けることがある。[0009] Base 2 is formed on the inner wall, outer wall, or floor with poured concrete or mortar base, etc. The surface thereof becomes the base surface 2a. The base surface 2a has an adhesive strength characteristic of the adhesive layer 7. In order to improve the quality, uneven portions (not shown) may be provided as necessary.
【００１０】 前記軟質の接着剤層７は、変性シリコーン系，弾性モルタル又は弾性エポキシ 等の硬化すると弾力性のある接着剤の単独又はこれら接着剤を不織布等の補強シ ートに予め含浸してなる軟質シート状の接着材からなり、その層厚みＴを１〜５ ｍｍ程度としてある。接着剤層７は、下地面２ａと耐食性補強板８との間の全部 又は一部分に設けられる。0010 The soft adhesive layer 7 is made of modified silicone, elastic mortar, or elastic epoxy. adhesives that are elastic when hardened, or these adhesives are combined with reinforcing materials such as nonwoven fabrics. It is made of a soft sheet-like adhesive material that is pre-impregnated into a sheet, and the layer thickness T is 1 to 5. It is about mm. The adhesive layer 7 covers the entire area between the base surface 2a and the corrosion-resistant reinforcing plate 8. Or provided in a part.
【００１１】 前記耐食性補強板８は、アルミニユーム板，繊維強化プラスチツク板又はステ ンレスステール板等からなり、その平面寸法がタイル１の一枚分又は数枚分の大 きさとなつている。耐食性補強板８は、接着剤層７及び接着剤層９との接着強度 を向上させるために、その表面に凹凸部（図示は省略）を形成して接着剤の食付 きを良くすることもある。[0011] The corrosion-resistant reinforcing plate 8 is an aluminum plate, a fiber-reinforced plastic plate, or a steel plate. Consisting of a stainless steel plate, etc., whose planar dimensions are the size of one or several tiles. I'm getting excited. The corrosion-resistant reinforcing plate 8 has adhesive strength with the adhesive layer 7 and the adhesive layer 9. In order to improve the adhesion of the adhesive, uneven parts (not shown) are formed on the surface. Sometimes it makes you feel better.
【００１２】 前記硬質の接着剤層９は、エポキシ系又は合成高分子エマルジヨン混入モルタ ル等の硬化すると硬質となる接着剤からなる。接着剤層７は、耐食性補強板８と タイル１との間の全部又は一部分に設けられる。0012 The hard adhesive layer 9 is made of epoxy or synthetic polymer emulsion mixed mortar. It consists of an adhesive that becomes hard when it hardens. The adhesive layer 7 and the corrosion-resistant reinforcing plate 8 It is provided in all or part of the space between the tile 1 and the tile 1.
【００１３】 前記タイル１は、陶磁器質等からな大型乃至モザイクのタイルであつて、接着 裏面側に、接着剤層９との接着強度を向上させるために、蟻脚状等の突起（図示 は省略）を必要に応じて設けてある。[0013] The tile 1 is a large or mosaic tile made of ceramic or the like, and is non-adhesive. On the back side, in order to improve the adhesive strength with the adhesive layer 9, there are dovetail-like protrusions (not shown). (omitted) are provided as necessary.
【００１４】 次に、本案構造に施工する手順を説明する。 （施工手順その１） 先ず、下地面２ａ又は耐食性補強板８に、硬化すると弾力性のある接着剤を塗 布した後、下地面２ａに耐食性補強板８を接着し、接着剤を硬化させて軟質の接 着剤層７を形成する。次に、耐食性補強板８又はタイル１に硬化すると硬質とな る接着剤を塗布した後、耐食性補強板８にタイル１を接着し、接着剤を硬化させ て硬質の接着剤層９を形成し、施工を完了する。隣接する耐食性補強板８，８の 間及び隣接するタイル１，１との間には、伸縮吸収用の適宜間隔Ｓを設け、目地 詰め１１を行なう。[0014] Next, the procedure for constructing the proposed structure will be explained. (Construction procedure part 1) First, the base surface 2a or the corrosion-resistant reinforcing plate 8 is coated with an adhesive that is elastic when hardened. After applying the cloth, the corrosion-resistant reinforcing plate 8 is glued to the base surface 2a, and the adhesive is hardened to form a soft bond. An adhesive layer 7 is formed. Next, when it hardens into the corrosion-resistant reinforcing plate 8 or tile 1, it becomes hard. After applying the adhesive, adhere the tile 1 to the corrosion-resistant reinforcing plate 8, and let the adhesive harden. Then, a hard adhesive layer 9 is formed, and the construction is completed. of the adjacent corrosion-resistant reinforcing plates 8, 8. An appropriate interval S is provided between the tiles and adjacent tiles 1 and 1 to absorb expansion and contraction, and the joints are Do Tsume 11.
【００１５】 （施工手順その２） 先ず、耐食性補強板８及びタイル１を一体化して成る積層体１０の適宜枚数を を予め準備しておく。この積層体１０の製造は、耐食性補強板８又はタイル１に 硬化すると硬質となる接着剤を塗布した後、耐食性補強板８にタイル１を接着し 、接着剤を硬化させることにより硬質の接着剤層９を形成して行なう。次に、下 地面２ａ又は積層体１０の耐食性補強板８に、硬化すると弾力性のある接着剤を 塗布した後、下地面２ａに積層体１０を接着し、接着剤を硬化させて軟質の接着 剤層７を形成して、施工を完了する。なお、前記同様に隣接する耐食性補強板８ ，８の間及び隣接するタイル１，１との間には、伸縮吸収用の適宜間隔Ｓを設け 、目地詰め１１を行なう。[0015] (Construction procedure part 2) First, an appropriate number of laminates 10 formed by integrating the corrosion-resistant reinforcing plate 8 and the tiles 1 is determined. Prepare in advance. The production of this laminate 10 involves using the corrosion-resistant reinforcing plate 8 or the tile 1. After applying an adhesive that becomes hard when cured, the tile 1 is adhered to the corrosion-resistant reinforcing plate 8. This is done by forming a hard adhesive layer 9 by curing the adhesive. Then below An adhesive that is elastic when hardened is applied to the ground 2a or the corrosion-resistant reinforcing plate 8 of the laminate 10. After application, the laminate 10 is adhered to the base surface 2a, and the adhesive is hardened to form a soft adhesive. After forming the agent layer 7, the construction is completed. In addition, as above, the adjacent corrosion-resistant reinforcing plate 8 , 8 and between adjacent tiles 1 and 1, an appropriate interval S is provided to absorb expansion and contraction. , perform joint filling 11.
【００１６】 上述の如く施工された本案構造は、下地面２ａにクラツク４が発生したとき、 クラツク発生箇所及びこの近傍に対応する軟質の接着剤層７の部分が伸びるので 、軟質の接着剤層７がクラツク４に追従して変形する。ところが、耐食性補強板 ８及びタイル１からなる積層体１０は、変形する軟質の接着剤層７から外力を受 けても、容易に損傷しない。何故ならば、積層体１０は、耐食性補強板８及びタ イル１を硬質の接着剤層９で接合して一体化しているため、その曲げ又は引張等 の機械的強度が、耐食性補強板８及びタイル１の単独の強度に比べ非常に大きく なるからである。従つて、下地面２ａのクラツク４の伝播は、軟質の接着剤層７ で吸収され且つ耐食性補強板８で遮断されることになり、タイル１に至らない。 仮にタイル１が大型のタイル（平面が３００ｍｍ×３００ｍｍ角以上）であつて も、クラツク４の伝播は、タイル１に至らない。[0016] In the proposed structure constructed as described above, when a crack 4 occurs on the base surface 2a, The part of the soft adhesive layer 7 that corresponds to the location where the crack occurs and the vicinity thereof stretches. , the soft adhesive layer 7 follows the crack 4 and deforms. However, corrosion-resistant reinforcing plate 8 and the tile 1 receives external force from the deformable soft adhesive layer 7. It will not be easily damaged even if it is dropped. This is because the laminate 10 includes the corrosion-resistant reinforcing plate 8 and the tag. Since the tile 1 is bonded and integrated with a hard adhesive layer 9, bending, tension, etc. The mechanical strength of Because it will be. Therefore, the crack 4 on the base surface 2a propagates through the soft adhesive layer 7. and is blocked by the corrosion-resistant reinforcing plate 8, so that it does not reach the tile 1. Suppose that tile 1 is a large tile (a plane of 300 mm x 300 mm square or more) However, the propagation of crack 4 does not reach tile 1.
【００１７】[0017]
以上詳述の如く、本考案は、次の如き実用的効果を有する。 下地面のクラツクの伝播は、軟質の接着剤層で吸収され且つ耐食性補強板で 遮断され、タイルに至らない。その結果、本考案は、下地にクラツクが発生して もタイルにクラツクを発生させることのない、美麗且つ安全なタイル施工壁面を 提供できる。 タイル及び耐食性補強板を硬質の接着剤層で接合して一体化した積層体は、 その曲げ強度を、タイルの単独の強度に比べ２〜７倍程度に向上させることがで きる。その結果、本考案は、従来は床タイルとして使用できない薄い大型のタイ ルを、床タイルとして使用することを可能にする。 As detailed above, the present invention has the following practical effects. The propagation of cracks on the underlying surface is absorbed by the soft adhesive layer and by the corrosion-resistant reinforcing plate. It is blocked and does not reach the tile. As a result, with this invention, cracks occur on the base. A beautiful and safe tiled wall surface that does not cause cracks in the tiles. Can be provided. The laminate is made by bonding tiles and corrosion-resistant reinforcing plates with a hard adhesive layer. It is possible to improve the bending strength by 2 to 7 times compared to the strength of the tile alone. Wear. As a result, the present invention was developed to create thin, large tiles that could not be used as floor tiles. This allows tiles to be used as floor tiles.
【図面の簡単な説明】[Brief explanation of drawings]
【図１】本案構造の実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of the proposed structure.
【図２】従来のタイルの施工構造を示す断面図である。FIG. 2 is a sectional view showing a conventional tile construction structure.
１…タイル ２ａ…下地面 ７…軟質の接着剤層
８…耐食性補強板
９…硬質の接着剤層1...Tile 2a...Substrate surface 7...Soft adhesive layer
8...Corrosion-resistant reinforcing plate 9...Hard adhesive layer
Claims (1)
いて、下地面に軟質の接着剤層を介して耐食性補強板が
貼着され、該耐食性補強板に硬質の接着剤層を介してタ
イルが貼着されていることを特徴とするタイルの施工構
造。Claim 1: In a construction structure in which tiles are attached to a base surface, a corrosion-resistant reinforcing plate is attached to the base surface via a soft adhesive layer, and the tile is attached to the corrosion-resistant reinforcing plate via a hard adhesive layer. A tile construction structure characterized by having .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3480191U JP2524729Y2 (en) | 1991-02-20 | 1991-02-20 | Tile construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3480191U JP2524729Y2 (en) | 1991-02-20 | 1991-02-20 | Tile construction structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04105349U true JPH04105349U (en) | 1992-09-10 |
| JP2524729Y2 JP2524729Y2 (en) | 1997-02-05 |
Family
ID=31917135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3480191U Expired - Fee Related JP2524729Y2 (en) | 1991-02-20 | 1991-02-20 | Tile construction structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2524729Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015068157A (en) * | 2013-10-01 | 2015-04-13 | 大和ハウス工業株式会社 | Tile laying method |
-
1991
- 1991-02-20 JP JP3480191U patent/JP2524729Y2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015068157A (en) * | 2013-10-01 | 2015-04-13 | 大和ハウス工業株式会社 | Tile laying method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2524729Y2 (en) | 1997-02-05 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |