JPH08158216A - Double-side pile knit or woven fabric for bonding finish material - Google Patents
Double-side pile knit or woven fabric for bonding finish materialInfo
- Publication number
- JPH08158216A JPH08158216A JP6302242A JP30224294A JPH08158216A JP H08158216 A JPH08158216 A JP H08158216A JP 6302242 A JP6302242 A JP 6302242A JP 30224294 A JP30224294 A JP 30224294A JP H08158216 A JPH08158216 A JP H08158216A
- Authority
- JP
- Japan
- Prior art keywords
- double
- pile
- mortar
- finishing material
- woven fabric
- 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
Landscapes
- Finishing Walls (AREA)
- Knitting Of Fabric (AREA)
- Woven Fabrics (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、陶磁器タイルや石材な
どの仕上材とコンリート下地やモルタル下地との接合状
態を良好に保持するための仕上材接着用両面パイル編織
物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a double-sided pile knitted fabric for adhering a finishing material for maintaining a good bonding condition between a finishing material such as a ceramic tile or a stone material and a concret base or a mortar base.
【０００２】[0002]
【従来の技術】従来からコンクリート構造物は、コンク
リート駆体を構築した後、その表面にモルタルを塗布し
て下地を施工し、モルタルが未硬化の状態の間にこのモ
ルタルにタイルなどの仕上材を張着して仕上面を形成す
る方法及び仕上材をコンクリート駆体を構築する型枠に
捶着し、この仕上材の裏面にコンクリートを打設して、
コンクリート駆体に仕上材を一体に接合させ、その後、
型枠を除去して仕上面を形成する方法等がある。いづれ
の方法においても、モルタル層と仕上材又はコンクリー
ト打設層と仕上材との間に接合面を生じるが、これらの
仕上材とモルタル層又は仕上材とコンクリート打設層と
の接合性、接着性が不十分であり、仕上材の亀裂、剥離
又は、剥落の事故が起るおそれがあった。2. Description of the Related Art Conventionally, a concrete structure is constructed by constructing a concrete structure, applying mortar on the surface of the concrete structure, and applying a base to the mortar while the mortar is in an uncured state. The method of forming the finished surface by sticking and the finishing material is attached to the formwork for constructing the concrete body, and the concrete is placed on the back surface of the finishing material,
Finishing material is integrally joined to the concrete body, then,
There is a method of removing the formwork to form the finished surface. In either method, a joint surface is formed between the mortar layer and the finishing material or the concrete casting layer and the finishing material, but the joining property between these finishing material and the mortar layer or the finishing material and the concrete casting layer The property was insufficient, and there was a risk of cracking, peeling, or peeling of the finishing material.
【０００３】これらの仕上材の亀裂、剥離、脱落を防止
するために仕上材の裏面に凹凸溝を設ける方法が知られ
ている。仕上材の裏面の凹凸溝を設ける方法は、接合初
期には、仕上材とモルタル、コンクリート打設層との接
合性はよくても、施工後に加わる加熱、冷却や吸放湿に
より、コンクリート駆体、モルタル、仕上材の膨張、収
縮のため、各層間変位に伴なうこれらの構成材料間に剥
離応力が発生し、層間接着界面から剥離、剥落が生じる
という問題があった。There is known a method of providing concave and convex grooves on the back surface of the finishing material in order to prevent cracking, peeling and dropping of these finishing materials. The method of providing the concave and convex grooves on the back surface of the finishing material is such that at the initial stage of joining, the joining property between the finishing material and the mortar and the concrete placing layer is good, but the concrete construction Due to the expansion and contraction of the mortar and the finishing material, there is a problem that a peeling stress is generated between these constituent materials associated with each interlayer displacement, and peeling or peeling occurs from the interlayer adhesive interface.
【０００４】[0004]
【発明が解決しようとする課題】これらの従来の施工方
法の欠点を解決する方法として、コンクリート下地の表
面にポリマーセメントモルタルを塗布し、このポリマー
セメントモルタルの未硬化状態で不織布を一体的に張り
つけた後、不織布に押し付けてモルタルでタイルをコン
クリート下地に対して固定するものである。これによ
り、不織布の繊維が、コンクリート下地に接着剤で接着
するとき、不織布内に接着剤が含浸し不織布を毛羽立た
せ、この毛羽がモルタル内に入り込んで、不織布とモル
タルとの接合を強固なものとして、コンクリート下地と
仕上材であるモルタルとの間にアンカー効果を生じ、コ
ンクリート下地に対してタイルを接着保持するようにな
っている。As a method of solving the drawbacks of these conventional construction methods, a polymer cement mortar is applied to the surface of a concrete base, and a non-woven fabric is integrally attached in the uncured state of the polymer cement mortar. After that, it is pressed against the non-woven fabric and the tile is fixed to the concrete base with mortar. With this, when the fibers of the non-woven fabric are adhered to the concrete substrate with the adhesive, the non-woven fabric is impregnated with the adhesive to fluff the non-woven fabric, and the fluff enters the mortar to firmly bond the non-woven fabric to the mortar. As an example, an anchor effect is generated between the concrete underlayer and the mortar as a finishing material so that the tile is bonded and held to the concrete underlayer.
【０００５】しかしながら、不織布は、モルタル等の粘
性が高くなるとモルタルに入り込んだ際、不織布の表面
繊維が圧縮変形してへたり、繊維がモルタルの中に入り
にくくなり、充分なアンカー効果がえられない。又、不
織布の場合、毛羽立たせる必要があり、施工時のバラツ
キも発生しやすい問題があった。本発明は、上記従来の
課題に鑑み、仕上材のモルタル接合性を改良し、モルタ
ルへのアンカー効果を改善した両面パイル編織物を提供
することを目的とするものである。However, when a non-woven fabric has a high viscosity such as mortar, when it enters the mortar, the surface fibers of the non-woven fabric are compressed and deformed, and the fibers do not easily enter the mortar, and a sufficient anchoring effect can be obtained. Absent. Further, in the case of a non-woven fabric, it is necessary to make it fluffy, and there is a problem in that variations easily occur during construction. The present invention has been made in view of the above conventional problems, and an object thereof is to provide a double-sided pile knitted fabric in which the mortar bondability of the finishing material is improved and the anchor effect to the mortar is improved.
【０００６】[0006]
【課題を解決するための手段】即ち、本発明は、合成繊
維からなる両面パイル布帛であって、パイル部はパイル
長が２ｍｍ以上のものが２０〜６０本／ｃｍ2存在する
ことを仕上材接着用両面パイル編織物。合成繊維の単糸
繊度が５０デニール以上であることを特徴とする請求項
１記載の仕上材接着用毛布帛。合成繊維が樹脂被覆され
たなることを特徴とする請求項１又は２記載の仕上材接
着用両面パイル編織物。少なくもと引張強度が２０ｇ／
ｄ以上、引張弾性率が５００ｇ／ｄの合成繊維を一部に
用いてなる両面パイル布帛であることを特徴とする請求
項１又は２記載の仕上材接着用両面パイル編織物。編目
又は織目の開口面積が９ｍｍ2以上であることを特徴と
する請求項１〜４記載の仕上材接着用両面パイル編織
物。目付が１００ｇ／ｍ2以上であることを特徴とする
請求項１〜５記載の仕上材接着用両面パイル編織物であ
る。That is, the present invention is a double-sided pile fabric made of synthetic fibers, and the pile portion has a pile length of 2 mm or more in an amount of 20 to 60 strands / cm 2 as a finishing material. Double-sided pile knitted fabric for adhesion. The blanket for adhering a finishing material according to claim 1, wherein the single yarn fineness of the synthetic fiber is 50 denier or more. The double-sided pile knitted woven fabric according to claim 1 or 2, wherein the synthetic fiber is resin-coated. The tensile strength is at least 20 g /
The double-sided pile knitted fabric for adhering a finishing material according to claim 1 or 2, wherein the double-sided pile knitted fabric is a double-sided pile fabric partially made of synthetic fiber having a tensile elastic modulus of 500 g / d or more. The double-sided pile knitted fabric for adhering a finishing material according to claim 1, wherein the open area of the stitch or the weave is 9 mm 2 or more. The double-sided pile knitted woven fabric for adhering a finishing material according to any one of claims 1 to 5, wherein the basis weight is 100 g / m 2 or more.
【０００７】本発明において、両面パイル編織物とは、
編地又は織物の両面にループ状のパイル又はカットパイ
ルを有する編織物をいう。本発明のパイル部に使用可能
な繊維は、ポリエステル系、ポリアミド系、ポリアクリ
ルニトリル系、ポリプロピレン系、ポリビニルアルコー
ル系などの合成繊維、アセテート系の半合成繊維、レー
ヨンなどの再生繊維及びこれらの繊維を複合した繊維等
が例示される。In the present invention, the double-sided pile knitted fabric means
A knitted or woven fabric having loop piles or cut piles on both sides of the knitted fabric or woven fabric. Fibers that can be used in the pile portion of the present invention include polyester-based, polyamide-based, polyacrylonitrile-based, polypropylene-based, polyvinyl alcohol-based, etc. synthetic fibers, acetate-based semi-synthetic fibers, rayon and other recycled fibers, and these fibers. Examples of such fibers include composites of
【０００８】本発明の両面パイル編織物のパイル部のパ
イル糸は単糸繊度が５０デニール以上であり、５０デニ
ール未満であると繊維の剛性反発生が低く、繊維がモル
タル内部に入りにくく好ましくない。特に好ましくは、
１００〜４００デニールである。ここでパイル部はマル
チフイラメント糸であってもモノフイラメント糸であっ
てもよい。パイル部のパイル長は２ｍｍ以上であること
が必要である。パイル長が２ｍｍ以下では、パイルがモ
ルタルへの貫入深さが小さいので十分なアンカー効果が
劣り、仕上材とモルタルとの接合力が不十分である。好
ましくは３〜６ｍｍである。The pile yarn of the pile portion of the double-sided pile knitted fabric of the present invention has a single yarn fineness of 50 denier or more. If it is less than 50 denier, the rigidity and repulsion of the fiber are low and the fiber is difficult to enter the mortar, which is not preferable. . Particularly preferably,
It is 100 to 400 denier. Here, the pile portion may be a multifilament yarn or a monofilament yarn. The pile length of the pile portion needs to be 2 mm or more. When the pile length is 2 mm or less, the depth of penetration of the pile into the mortar is small, so the sufficient anchor effect is poor, and the joining force between the finishing material and the mortar is insufficient. It is preferably 3 to 6 mm.
【０００９】パイル部のパイル数は１０本／ｃｍ2以上
６０本／ｃｍ2未満の範囲であることを要する。パイル
数が１０本／ｃｍ2未満であると、モルタル内部にパイ
ル部が十分分散されないので、モルタルに対する接合力
が不十分である。又、パイル数が６０本／ｃｍ2以上に
なるとモルタル内部へパイルが入りにくくなり、作業性
が悪くなる。好ましくは２０〜５０本／ｃｍ2である。The number of piles in the pile portion is required to be in the range of 10 lines / cm 2 or more and less than 60 lines / cm 2 . If the number of piles is less than 10 / cm 2 , the pile portion will not be sufficiently dispersed inside the mortar, and therefore the bonding force to the mortar will be insufficient. Further, when the number of piles is 60 / cm 2 or more, it becomes difficult for the piles to enter the inside of the mortar, resulting in poor workability. It is preferably 20 to 50 lines / cm 2 .
【００１０】上記構成により、コンリート下地またはモ
ルタル下地の表面部にポリマーモルタルを塗布し、この
ポリマーセメントモルタルの未硬化状態で上記両面パイ
ル編織物を一体的に張り付け、片面のパイルが埋没して
逆面のパイルが表面に残る程度におさえ込み貼り付けモ
ルタルで表面に出てくるパイル面に押し付けてタイルを
コンクリート下地に対して固定するものである。これに
より片面パイルはポリマーセメントモルタル層の内部へ
貫入し、逆面のパイルは張り付けモルタル層内部へ貫入
してマンカー効果で各々の層を保持するとともに、熱冷
や吸放湿、建物の層間変位に伴なう応力を両面パイル編
織物が効果的に吸収し仕様材の亀裂、剥離、剥落を防止
出来る。With the above-mentioned constitution, polymer mortar is applied to the surface portion of the undercoat or the mortar base, and the double-sided pile knitted fabric is integrally attached in the uncured state of the polymer cement mortar, and the pile on one side is buried and reversed. The tiles are fixed to the concrete substrate by pressing the piles so that the piles on the surface remain on the surface, and pressing the mortar against the pile surface that appears on the surface. As a result, the one-sided pile penetrates inside the polymer cement mortar layer, and the opposite-sided pile penetrates inside the attached mortar layer, holding each layer by the Manker effect, and also for heat cooling, moisture absorption and desorption, and interlayer displacement of the building. The accompanying stress is effectively absorbed by the double-sided pile knitted fabric, and the specification material can be prevented from cracking, peeling and peeling.
【００１１】[0011]
（実施例１）地糸は２５０デニールのアクリル繊維マル
チフイラメントを用い、ループ部は２００デニールポリ
プロピレンモノフイラメントを用いて、カールマイヤー
社製トリコット経編機ＦＢＺにて、両面パイル編地を得
た。パイル長は３ｍｍで、パイル数は３０本／ｃｍ2(片
面当り)編物の地組織は３.５ｍｍ角の粗い編目組織とし
た（図１）。コンクリート下地にポリマーセメントモル
タルを塗布し、該ポリマーセメントモルタルが未硬化状
態で両面パイル編地の片面パイルが埋没した状態に押し
つけ、逆面のパイルが表面に残るように張りつけ、タイ
ル張り付けモルタルで表面に出ているパイルに押し付け
ながらタイルを張り付けた（図２）。タイル張り付け後
１４日後に建研式引張接着試験機を使用して、タイルの
引張り接着強度を求めた。その結果２２ｋｇｆ／ｃｍ2
の接着強度が得られた。又、タイル仕上面に衝撃を加え
てタイルを割った所両面パイル編地の介在によりタイル
張り仕上層の剥落・剥離は起らなかった。又、−２０℃
と８０℃の熱冷繰返し１０サイクル後の試験体の接着強
度を測定したが、２０ｋｇｆ／ｃｍ2と初期の接着力と
変化なく層間変位に伴なう応力を吸収して接合性を良好
に保持している事が明らかとなった。(Example 1) Using a 250 denier acrylic fiber multifilament as a ground yarn and a 200 denier polypropylene monofilament as a loop portion, a double-sided pile knitted fabric was obtained with a Karl Mayer tricot warp knitting machine FBZ. The pile length was 3 mm, and the number of piles was 30 / cm 2 (per side). The knitted fabric had a coarse knitting structure of 3.5 mm square (FIG. 1). Apply polymer cement mortar to the concrete base, press the polymer cement mortar in the uncured state and bury the one-sided pile of the double-sided pile knitted fabric, and attach it so that the pile on the opposite side remains on the surface, and use the tiled mortar for the surface. The tiles were attached while pressing them against the piles shown in (Fig. 2). Ten days after the tile was attached, the tensile adhesion strength of the tile was determined using a Kenken type tensile adhesion tester. As a result, 22 kgf / cm 2
The adhesive strength of was obtained. Further, when the tile finish surface was impacted and the tile was broken, the tiled finish layer did not come off or peel due to the interposition of the double-sided pile knitted fabric. Also, -20 ℃
The adhesive strength of the test piece after 10 cycles of thermal cooling at 80 ° C was measured, and the bond strength was maintained at 20 kgf / cm 2 without any change from the initial adhesive strength and the stress caused by interlayer displacement was maintained. It became clear that it was doing.
【００１２】（比較例−１）実施例１と同じ糸使いでパ
イル長を１ｍｍとした以外は全て同一条件の両面パイル
編地を作成した。実施例と同様に図２のタイル張りし
て、１４日後に建研式引張接着試験機を使用して、タイ
ルの引張接着強度を測定した所１０ｋｇｆ／ｃｍ2であ
り、パイル長さ３ｍｍと比較して約半分の接着強度しか
得られなかった。パイル長が短い為、十分なアンカー効
果が得られず好ましくない。Comparative Example-1 A double-sided pile knitted fabric was prepared under the same conditions except that the same yarn was used as in Example 1 and the pile length was 1 mm. 2 was tiled in the same manner as in the example, and after 14 days, the tensile adhesion strength of the tile was measured using a Kenken-type tensile adhesion tester and found to be 10 kgf / cm 2 , which was compared with a pile length of 3 mm. Then, only about half the adhesive strength was obtained. Since the pile length is short, a sufficient anchor effect cannot be obtained, which is not preferable.
【００１３】（比較例−２）実施例１同じ糸使いで、パ
イル数を８本／ｃｍ3（片面当り）として、それ以外は
実施例と同一条件の両面パイル編地を作成した。実施例
と同様に図２のタイル張り後１４日に建研式引張接着試
験機を使用して、タイルの引張接着強度を測定した所、
１３ｋｇｆ／ｃｍ2と低く、十分な効果が得られなかっ
た。(Comparative Example-2) Example 1 A double-sided pile knitted fabric was prepared under the same conditions as in Example 1 except that the same yarn was used and the number of piles was 8 / cm 3 (per side). When the tensile bond strength of the tile was measured using a Kenken-type tensile bond tester 14 days after the tile was attached as shown in FIG.
It was as low as 13 kgf / cm 2, and a sufficient effect was not obtained.
【００１４】[0014]
【発明の効果】本発明は、上記のように構成し、作用す
るのでコンクリート下地にポリマーセメントモルタルで
張り付けた片面パイルがポリマーセンメントモルタル層
に貫入しアンカーとなって連結するとともに、張り付け
モルタル層に貫入した逆面のパイルがアンカーとなって
連結して、２層とも大幅に接合力と強化される。熱冷や
吸放湿による層間変位に伴なう応力を両面パイル編織物
が吸収し仕上材の張り付け状態を維持し、仕上材の亀
裂、剥離、剥落を防止出来た。EFFECTS OF THE INVENTION The present invention is constructed and operates as described above, so that the single-sided pile adhered to the concrete base with polymer cement mortar penetrates into the polymer senment mortar layer and is connected as an anchor, and the adhered mortar layer The piles on the opposite side that penetrated into the joints serve as anchors and connect to each other, greatly strengthening the bonding strength in both layers. The double-sided pile knitted fabric absorbs the stress associated with the interlayer displacement due to heat cooling and moisture absorption and moisture, and the finished material can be maintained in the adhered state, preventing cracking, peeling and peeling of the finished material.
【図１】 本発明の立毛布帛の拡大模式図。FIG. 1 is an enlarged schematic view of a napped fabric of the present invention.
【図２】 本発明の立毛布帛を用いてコンリート下地に
タイルを張り付けた状態を示す模式図。FIG. 2 is a schematic diagram showing a state in which tiles are attached to a lining substrate using the raised fabric of the present invention.
１：コンクリート下地， ２：両面パイル編織物，
３：ポリマーセメントモルタル， ４：張り付けモルタ
ル， ５：タイル， ６：パイル， ７：地糸部1: Concrete base, 2: Double-sided pile knitted fabric,
3: Polymer cement mortar, 4: Adhesive mortar, 5: Tiles, 6: Pile, 7: Ground yarn part
Claims (6)
て、パイル部はパイル長が２ｍｍ以上のものが２０〜６
０本／ｃｍ2存在することを仕上材接着用両面パイル編
織物。1. A double-sided pile cloth made of synthetic fibers, wherein the pile portion has a pile length of 2 mm or more, and is 20 to 6.
A double-sided pile knitted woven fabric for adhering a finishing material that is present at 0 filaments / cm 2 .
であることを特徴とする請求項１記載の仕上材接着用毛
布帛。2. The blanket for adhering a finishing material according to claim 1, wherein the single yarn fineness of the synthetic fiber is 50 denier or more.
徴とする請求項１又は２記載の仕上材接着用両面パイル
編織物。3. The double-sided pile knitted fabric for adhering a finishing material according to claim 1, wherein the synthetic fiber is coated with a resin.
引張弾性率が５００ｇ／ｄの合成繊維を一部に用いてな
る両面パイル布帛であることを特徴とする請求項１又は
２記載の仕上材接着用両面パイル編織物。4. A tensile strength of at least 20 g / d or more,
The double-sided pile knitted fabric for adhering a finishing material according to claim 1 or 2, wherein the double-sided pile knitted fabric is a double-sided pile fabric formed by partially using synthetic fibers having a tensile elastic modulus of 500 g / d.
であることを特徴とする請求項１〜４記載の仕上材接着
用両面パイル編織物。5. The double-sided pile knitted fabric for adhering a finishing material according to claim 1, wherein the opening area of the stitch or the weave is 9 mm 2 or more.
特徴とする請求項１〜５記載の仕上材接着用両面パイル
編織物。6. The double-sided pile knitted fabric for adhering a finishing material according to claim 1, wherein the basis weight is 100 g / m 2 or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30224294A JP3294451B2 (en) | 1994-12-06 | 1994-12-06 | Double-sided pile knitted fabric for finishing material bonding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP30224294A JP3294451B2 (en) | 1994-12-06 | 1994-12-06 | Double-sided pile knitted fabric for finishing material bonding |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08158216A true JPH08158216A (en) | 1996-06-18 |
| JP3294451B2 JP3294451B2 (en) | 2002-06-24 |
Family
ID=17906669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP30224294A Expired - Lifetime JP3294451B2 (en) | 1994-12-06 | 1994-12-06 | Double-sided pile knitted fabric for finishing material bonding |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3294451B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10140779A (en) * | 1996-11-11 | 1998-05-26 | Ohbayashi Corp | Construction method of finished surface and finished surface structure |
| JPH10152967A (en) * | 1996-11-22 | 1998-06-09 | Ohbayashi Corp | Method and structure for fitting finish member |
| JPH10169147A (en) * | 1996-12-13 | 1998-06-23 | Ohbayashi Corp | Peeling prevention method of wet finishing material |
| JPH10169146A (en) * | 1996-12-13 | 1998-06-23 | Ohbayashi Corp | Wet finishing method of skeleton concrete surface |
| JP2000104391A (en) * | 1998-09-29 | 2000-04-11 | Ohbayashi Corp | Execution method of wet stoned floor |
| JP2016079697A (en) * | 2014-10-17 | 2016-05-16 | 株式会社大林組 | Finishing method |
| JP2017106167A (en) * | 2015-12-07 | 2017-06-15 | 有限会社小川節夫研究所 | Construction method for skeleton surface structure, and cloth and board for execution of work for skeleton surface |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03121831A (en) * | 1989-10-06 | 1991-05-23 | Maeda Kousen Kk | Composite sheet for covering |
| JPH0691794A (en) * | 1992-09-11 | 1994-04-05 | Unitika Ltd | Composite material |
| JPH06170995A (en) * | 1992-12-09 | 1994-06-21 | Unitika Ltd | Composite material |
| JPH06271372A (en) * | 1993-03-19 | 1994-09-27 | Toyobo Co Ltd | Method for corrosion-resistant-lining concrete surface |
| JPH07331831A (en) * | 1994-06-07 | 1995-12-19 | Tokuyama Corp | Sheetlike plastering finish material, its manufacture, and on-site construction method |
| JPH08158215A (en) * | 1994-12-05 | 1996-06-18 | Toyobo Co Ltd | Napped fabric for bonding finish material |
-
1994
- 1994-12-06 JP JP30224294A patent/JP3294451B2/en not_active Expired - Lifetime
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03121831A (en) * | 1989-10-06 | 1991-05-23 | Maeda Kousen Kk | Composite sheet for covering |
| JPH0691794A (en) * | 1992-09-11 | 1994-04-05 | Unitika Ltd | Composite material |
| JPH06170995A (en) * | 1992-12-09 | 1994-06-21 | Unitika Ltd | Composite material |
| JPH06271372A (en) * | 1993-03-19 | 1994-09-27 | Toyobo Co Ltd | Method for corrosion-resistant-lining concrete surface |
| JPH07331831A (en) * | 1994-06-07 | 1995-12-19 | Tokuyama Corp | Sheetlike plastering finish material, its manufacture, and on-site construction method |
| JPH08158215A (en) * | 1994-12-05 | 1996-06-18 | Toyobo Co Ltd | Napped fabric for bonding finish material |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10140779A (en) * | 1996-11-11 | 1998-05-26 | Ohbayashi Corp | Construction method of finished surface and finished surface structure |
| JPH10152967A (en) * | 1996-11-22 | 1998-06-09 | Ohbayashi Corp | Method and structure for fitting finish member |
| JPH10169147A (en) * | 1996-12-13 | 1998-06-23 | Ohbayashi Corp | Peeling prevention method of wet finishing material |
| JPH10169146A (en) * | 1996-12-13 | 1998-06-23 | Ohbayashi Corp | Wet finishing method of skeleton concrete surface |
| JP2000104391A (en) * | 1998-09-29 | 2000-04-11 | Ohbayashi Corp | Execution method of wet stoned floor |
| JP2016079697A (en) * | 2014-10-17 | 2016-05-16 | 株式会社大林組 | Finishing method |
| JP2017106167A (en) * | 2015-12-07 | 2017-06-15 | 有限会社小川節夫研究所 | Construction method for skeleton surface structure, and cloth and board for execution of work for skeleton surface |
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| Publication number | Publication date |
|---|---|
| JP3294451B2 (en) | 2002-06-24 |
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