JP2608101B2 - Repair method for concrete or mortar floor - Google Patents
Repair method for concrete or mortar floorInfo
- Publication number
- JP2608101B2 JP2608101B2 JP63124382A JP12438288A JP2608101B2 JP 2608101 B2 JP2608101 B2 JP 2608101B2 JP 63124382 A JP63124382 A JP 63124382A JP 12438288 A JP12438288 A JP 12438288A JP 2608101 B2 JP2608101 B2 JP 2608101B2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- resin
- crack
- concrete
- floor
- 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
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Floor Finish (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、工場、倉庫、ガソリンスタンド等に於ける
コンクリート若しくはモルタル床であって、動亀裂、休
止亀裂、細かいひび割れ、ほこりの発生等損傷の激しく
なった床を極めて速やかに修復し得る新規な補修法に関
する。The present invention relates to concrete or mortar floors in factories, warehouses, gas stations, and the like, and includes damages such as generation of dynamic cracks, pause cracks, fine cracks, and dust. The present invention relates to a new repair method capable of repairing a severely damaged floor very quickly.
(従来の技術) 従来から、上記床の補修法としては、 コンクリート層を全面ハツリした後生コンクリートを
流し込み仕上げる方法。(Conventional technology) Conventionally, as a method of repairing the floor, a method of pouring and finishing finished concrete after the entire concrete layer has been cut.
急硬性セメントコンクリート若しくはモルタル又はコ
ンクリート若しくはモルタルに早強剤や急結剤を添加し
仕上げる方法。Quick-hardening cement concrete or mortar or a method of adding concrete or mortar to a concrete or mortar by adding a quick-strength agent or quick-setting agent.
コンクリートの亀裂部にVカットシーリングを行ない
仕上げる方法。V-cut sealing is used to finish concrete cracks.
ポリマーセメントモルタルにより仕上げる方法。Finishing method with polymer cement mortar.
反応性合成樹脂(例えば、エポキシ樹脂、アクリル樹
脂等)により仕上げる方法。A method of finishing with a reactive synthetic resin (eg, epoxy resin, acrylic resin, etc.).
等が採用されていた。Etc. had been adopted.
(発明が解決しようとする課題) ところで、上記の如き施設は、その性格上殆ど無休で
操業される場合が多く、従ってその床の補修の為に長期
に亘って操業を停止することが出来ないことが往々にし
てある。斯かる観点から、上記の補修法は、ハツリ工
事及び鉄筋の組替に時間を要し工期が3〜4週間かかる
と言う問題点があった。の補修法は、材料が高価であ
ることと美麗な仕上げが難しく、早強セメントは強度発
現が遅くジェットセメントでは硬化は早いが強度が脆い
欠点があった。また早強剤や急結剤により強制的に硬化
を促進するものであり、しかも水和物の急激な発熱によ
り凝結硬化が更に促進される結果、個々の粒子の中心部
が未反応のまま残り、全体として脆いものとなる為、強
度の要求されない床面にしか使用できなかった。の補
修法は、軽微な亀裂なら支障はないが、亀裂幅が大きく
スラブの合成が低下又は動亀裂の場合は数ケ月で再度亀
裂が発生する問題点があった。の補修法は、耐ひび割
れ性、耐摩耗性、下地との接着性、フレキシビリティー
等に於いて満足な性能が得られず、又難燃二級を充足し
ないので消防法で規制されるガソリンスタンドの床面に
は使用出来なかった。の補修法は、耐薬品性に非常に
優れているので食品工場等の床面補修には適している
が、価格が高く、濡れた床面の補修は不可であり、更に
上記難燃二級を充足しないのでガソリンスタンドの床面
補修には使用できない。(Problems to be Solved by the Invention) By the way, the above-mentioned facilities are often operated almost without holidays due to their nature, and therefore cannot be stopped for a long time to repair the floor. Often there is. From such a viewpoint, the above-mentioned repair method has a problem that it takes time for the filing work and the replacement of the reinforcing bar, and the construction period is 3 to 4 weeks. The repair method of (1) has the disadvantage that the material is expensive and beautiful finishing is difficult, and the strength of the early-strength cement is slow and the hardening of the jet cement is fast, but the strength is brittle. In addition, the hardening is forcibly accelerated by the use of an early-strength agent or a quick-setting agent, and the rapid heat generation of the hydrate further promotes the setting and hardening. As a result, the center of each particle remains unreacted. However, since it becomes brittle as a whole, it can be used only on floors where strength is not required. The repair method described in No. 1 does not cause any problem if the crack is small, but has a problem that the crack width is large and the synthesis of the slab is reduced, or in the case of a dynamic crack, the crack is generated again in a few months. Repair method does not provide satisfactory performance in terms of crack resistance, abrasion resistance, adhesion to the substrate, flexibility, etc. and does not satisfy the flame retardant second class, so gasoline regulated by the Fire Service Law It could not be used on the floor of the stand. Is very suitable for repairing floors in food factories because of its excellent chemical resistance, but it is expensive and cannot repair wet floors. Can not be used to repair the floor of gas stations.
本発明は、上記に鑑みなされたもので、施工が極めて
簡易で、しかも短時間で使用再開が出来、且つ充分な名
強度を有する新規なコンクリート若しくはモルタル床の
補修法を提供せんとするものである。The present invention has been made in view of the above, and is intended to provide a novel concrete or mortar floor repair method which is extremely simple in construction, can be used again in a short time, and has sufficient strength. is there.
(課題を解決する為の手段) 上記目的を達成するための本発明法は、クラック等の
ある被補修床面の補修法であって、クラックに沿って該
クラックを跨ぐように金属製網体を固設した後、水中硬
化型エポキシ樹脂プライマーを塗布し、未硬化の該プラ
イマー塗布層表面に、セメント:砂:水:合成樹脂=1:
0.5〜2:0.3〜0.5:0.05〜0.4(重量比,以下同様)の配
合比の樹脂モルタルを塗装仕上げすることを要旨とす
る。(Means for Solving the Problems) A method of the present invention for achieving the above object is a method for repairing a repaired floor surface having a crack or the like, and the metal net is formed so as to straddle the crack along the crack. After fixing, an underwater-curable epoxy resin primer is applied, and cement: sand: water: synthetic resin = 1:
The gist of the invention is to paint and finish a resin mortar having a compounding ratio of 0.5 to 2: 0.3 to 0.5: 0.05 to 0.4 (weight ratio, the same applies hereinafter).
そして、同樹脂モルタルに配合される合成樹脂として
は、合成樹脂乳化液、更に詳しくはエチレン酢ビ(EV
A)、アクリル(AC)、スチレンブタジエンラバー(SB
R)等のセメントアルカリに対し安定な合成樹脂乳化液
が望ましく採用される。The synthetic resin blended in the resin mortar includes a synthetic resin emulsion, more specifically, ethylene vinegar (EV)
A), acrylic (AC), styrene butadiene rubber (SB
A synthetic resin emulsion which is stable to cement alkali such as R) is desirably employed.
又、上記仕上用樹脂モルタルに補強繊維を添加してお
くと、仕上層の強度アップに有効であるがこの補強繊維
としては、ガラス繊維、合成樹脂繊維、カーボン繊維及
び鉄繊維等が使用可能である。このうち耐アルカリガラ
ス繊維が、取扱性、補強効果等の点で最も優れ、望まし
く採用される。Further, when reinforcing fibers are added to the finishing resin mortar, it is effective to increase the strength of the finishing layer. However, glass fibers, synthetic resin fibers, carbon fibers, iron fibers, and the like can be used as the reinforcing fibers. is there. Of these, alkali-resistant glass fibers are the most excellent in terms of handleability, reinforcing effect and the like, and are preferably employed.
更に、上記仕上げ用樹脂モルタルの適正配合は上記の
如くであるが、その根拠を以下に述べる。Further, the proper blending of the finishing resin mortar is as described above, and the basis thereof will be described below.
即ち、セメント1に対し砂が0.5未満の場合仕上げ層
の強度が充分に発揮されず、逆に2を越えると必要水分
が多くなり且つ脆くなり易い。水分が0.3未満の場合は
作業性が悪く仕上がりも良くなく、また水分が0.5を越
えると硬化に非常に時間を要し且つ強度が低下する。更
に、合成樹脂が0.05未満の場合プライマー層との接着強
度が弱くなり、0.4を越えると樹脂リッチとなって軟ら
かくなりまた耐水性が低下し且つ難燃二級の規格を充足
しなくなる等の問題点が発生する。That is, when the sand is less than 0.5 with respect to the cement 1, the strength of the finished layer is not sufficiently exhibited, and when it exceeds 2, the required moisture increases and the brittleness tends to be brittle. When the water content is less than 0.3, the workability is poor and the finish is not good, and when the water content exceeds 0.5, it takes a very long time to cure and the strength is reduced. Further, when the synthetic resin is less than 0.05, the adhesive strength with the primer layer becomes weak, and when it exceeds 0.4, the resin becomes rich and becomes soft, the water resistance is reduced, and the flame retardant does not satisfy the second class standard. A point occurs.
補強繊維は、上述の如くその強度アップに有効であ
り、その添加量はセメント1に対し0.01〜0.1が望まし
い。0.01未満の場合補強効果が充分でなく耐クラック性
に対して効果を発揮せず、また0.1を越えるとモルタル
施工が不能となるからである。As described above, the reinforcing fibers are effective in increasing the strength, and the amount of the reinforcing fibers is preferably 0.01 to 0.1 with respect to 1 cement. If it is less than 0.01, the reinforcing effect is not sufficient and no effect is exerted on the crack resistance, and if it exceeds 0.1, mortar construction becomes impossible.
被補修床面にクラック等がある場合、金属製網体が使
用されるが、該網体としてはラス網、溶接金網、エキス
パンドメタル等が望ましく採用される。When there is a crack or the like on the floor to be repaired, a metal net is used. As the net, a lath net, a welded net, an expanded metal, or the like is desirably used.
(作用) 上記構成の床補修法に於いて、事前に被補修床面を脱
脂処理する。そして被補修床面のクラックに沿って且つ
これを跨ぐように金属製網体をアンカーボルト或いはケ
ミカルアンカー等により固定し、その後被補修床面に上
記水中硬化型エポキシ樹脂プライマーをローラ或いはゴ
ム鏝にて300〜500g/m2となるように塗布し、該プライマ
ーが未硬化の状態で金属製網体を埋めるようにして掲記
仕上げ用樹脂モルタルをプライマー塗布層表面上に厚さ
5〜2mmで塗装仕上げする。このように、クラックがあ
る場合に金属製網体を用いるようにしたのは、クラック
部分に何等処置をせず直接プライマー及び仕上げ用樹脂
モルタルを施工し、材令の若い間(24〜48時間)にひび
割れ抵抗モーメント以上の重量物が走行すると、荷重が
このクラック部分に集中し、これが原因でその直上のモ
ルタル層に微小な亀裂を生起し、更にこの微小亀裂が経
時的に成長して補修表面にまで及ぶことがあるからであ
る。即ち、金属製網体がクラックを跨いで一体固設され
ることにより、上記荷重の集中が回避され、樹脂モルタ
ル層が亀裂等のない緻密な構造体を形成することになる
のである。尚、クラックが深くまた大きい場合は、事前
にセメントペーストを充填し、その上に金属製網体を跨
設することが望ましい。斯くして、樹脂モルタル層を自
然放置して6〜48時間養生硬化後は、該モルタル層内の
樹脂とプライマーとが金属製網体を含んで被補修床面に
強固に一体とされると共に、モルタル層内に分散してい
る骨材としての砂と結合剤としてのセメント及び樹脂と
がそのマトリックス的結合一体化により、施工後短時間
で重量物の走行が可能な構造体を形成する。(Action) In the floor repair method having the above-described configuration, the floor surface to be repaired is degreased in advance. The metal net is fixed along the cracks on the repaired floor surface and across the cracks with anchor bolts or chemical anchors, and then the underwater-curable epoxy resin primer is applied to the repaired floor surface with a roller or a rubber iron. Te was coated to a 300 to 500 g / m 2, coated with a thickness of 5~2mm resin mortar presented separately finish the primer coating layer on the surface the primer so as to fill a metal net assembly in the uncured state To finish. As described above, when a metal net was used when there was a crack, a primer and a resin mortar for finishing were directly applied without any treatment to the crack portion, and the material was used for a young age (24 to 48 hours). When a heavy object with a resistance greater than the crack resistance moment travels, the load concentrates on these cracks, causing small cracks in the mortar layer directly above them, and these small cracks grow over time and are repaired. This is because it may reach the surface. That is, since the metal net is fixed integrally across the cracks, the concentration of the load is avoided, and the resin mortar layer forms a dense structure without cracks or the like. If the crack is deep or large, it is preferable to fill the cement paste in advance and lay a metal net on it. Thus, after curing and curing the resin mortar layer by allowing it to stand naturally for 6 to 48 hours, the resin and the primer in the mortar layer are firmly integrated with the floor to be repaired, including the metal net, and In addition, the sand as the aggregate dispersed in the mortar layer and the cement and resin as the binder form a matrix-like united structure, thereby forming a structure capable of running heavy objects in a short time after construction.
更に、樹脂モルタル中に上記補強繊維を添加しておけ
ば、この補強繊維が層内に絡まり合って結合一体とさ
れ、更にその強度が増大する。Furthermore, if the above-mentioned reinforcing fibers are added to the resin mortar, the reinforcing fibers are entangled in the layer to be integrally joined, and the strength is further increased.
(実施例) 次に実施例について説明する。(Example) Next, an Example is described.
ヘアクラックの発生しているガソリンスタンドの床面
を充分に脱脂処置し、XS−31型エキスパンドメタルを10
〜30cmの幅で切断し、これをクラックに沿って且つクラ
ックを跨ぐようにして置き並べ、両側をアンカーボルト
で固定した。その表面に、水中硬化型エポキシ樹脂[住
友化学工業(株)製、主剤 スミエポキシELA−115,硬
化剤 スミキュアーML−2]をローラーにて400g/m2と
なるように塗布し、この塗布プライマーが未硬化の状態
で(少なくとも指触タックがあるうちに)下記配合の仕
上げ用樹脂モルタルをエキスパンドメタルを埋めるよう
にして厚さ10mmで塗装し、その書面に水を散布しながら
鏝仕上げをした。Thoroughly degreasing the floor of the gas station where hair cracks are occurring, remove the XS-31 expanded metal by 10
It was cut to a width of 3030 cm, placed side by side along the crack and straddling the crack, and fixed on both sides with anchor bolts. On the surface, a water-curable epoxy resin [Sumitomo Chemical Co., Ltd., main agent Sumiepoxy ELA-115, curing agent Sumicur ML-2] is applied with a roller to 400 g / m 2, and the applied primer is applied. In the uncured state (at least while there was a finger tack), a finishing resin mortar having the following composition was applied to a thickness of 10 mm so as to fill the expanded metal, and the document was iron-finished while spraying water.
上記の如く補修施工された床面は、夏場(気温25℃以
上)であれば約6時間で、春・秋(同15℃)であれば約
18時間で、また冬場(同5℃前後)であれば約42時間後
に圧縮強度が100kg/cm2となり、乗用車、トラック或い
はフォークリフト等の走行が可能となった。又、28日養
生後は、圧縮強度が350〜400kg/cm2、曲げ強度170〜180
kg/cm2となり、表面にはクラック等一切生じなかった。 The floor repaired as described above takes about 6 hours in summer (25 ° C or higher) and about 6 hours in spring and autumn (15 ° C).
After 18 hours, and in the winter (around 5 ° C), the compressive strength reached 100 kg / cm 2 after about 42 hours, making it possible to run a car, truck or forklift. Moreover, after 28 days aging, the compressive strength 350~400kg / cm 2, bending strength 170 to 180
kg / cm 2 , and no cracks occurred on the surface.
尚、上記実施例による補修床構造体中の樹脂分は6%
以下であるので、難燃二級に充分適合しガソリンスタン
ドの床面の補修に特に有効であるが、食品工場、繊維工
場或いは機械工場等の床面補修にも適用可能であること
は言うまでもない。The resin content in the repair floor structure according to the above embodiment is 6%.
Since it is as follows, it is sufficiently suitable for the second grade of flame retardant and is particularly effective in repairing floors of gas stations, but it is needless to say that it can also be applied to floor repairs in food factories, textile factories or machinery factories. .
(発明の効果) 叙上の如く、本発明法による補修床面に於いては、プ
ライマーと樹脂モルタル層とが強固に一体とされ、且つ
樹脂モルタル層がセメント、樹脂及び骨材の結合一体化
により堅牢な構造体を形成し、重量物の走行に充分耐え
得る。又、仕上げ用樹脂モルタルは所謂富配合であり、
しかもエポキシプライマーが未硬化の状態で塗装仕上げ
されるので、両者の同時的硬化により収縮に伴う剥離や
亀裂を生じる懸念がなく、施工後極めて短時間でその使
用が可能とされる。更に、下地の処理は脱脂程度で充分
であり、また水中効果型エポキシ樹脂プライマーの特性
により下地が濡れていても施工が可能である。斯かる特
性は、ガソリンスタンドや食品工場等の如く長期に亘っ
て操業を停止することが出来ない事業所にとって極めて
有益である。そして被補修床面のクラック等に対しては
事前に金属製網体を個設した上で、プライマー及び仕上
げ用樹脂モルタルの塗装施工をすることにより、クラッ
クにより樹脂モルタル層に亀裂等が生じることがなく、
上記同様極めて堅牢は構造体を得ることが出来る。(Effect of the Invention) As described above, on the repair floor according to the method of the present invention, the primer and the resin mortar layer are firmly integrated, and the resin mortar layer is integrated with cement, resin and aggregate. Thus, a more robust structure is formed, which can sufficiently withstand the running of heavy objects. Also, the finishing resin mortar is a so-called rich blend,
In addition, since the epoxy primer is coated and finished in an uncured state, there is no fear of peeling or cracking due to shrinkage due to simultaneous curing of the two, so that it can be used in an extremely short time after application. Further, it is sufficient to treat the base with a degree of degreasing, and it is possible to apply even if the base is wet due to the characteristics of the underwater effect type epoxy resin primer. Such characteristics are extremely useful for establishments such as gas stations and food factories that cannot stop operation for a long time. In addition, cracks may be formed in the resin mortar layer by cracking by applying a primer and finishing resin mortar after installing a metal mesh body in advance for cracks etc. on the repaired floor surface Without
As described above, a structure having extremely high rigidity can be obtained.
加えて、樹脂モルタル中にガラス繊維等の補強繊維を
添加しておけば、仕上げ層の強度が更に増大し、上記使
途への適正が一層大となる。In addition, if reinforcing fibers such as glass fibers are added to the resin mortar, the strength of the finished layer is further increased, and the suitability for the above use is further increased.
このように、特筆すべき効果が得られる本発明は実益
頗る大である。As described above, the present invention in which a remarkable effect can be obtained is very large.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−83758(JP,A) 特開 昭52−66520(JP,A) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-61-83758 (JP, A) JP-A-52-66520 (JP, A)
Claims (3)
くはモルタルの被補修床表面のクラックに沿って該クラ
ックを跨ぐように金属製網体を固設した後、水中硬化型
エポキシ樹脂プライマーを塗布し、該プライマーが未硬
化の状態でセメント:砂:水:合成樹脂=1:0.5〜2:0.3
〜0.5:0.05〜0.4(重量比)の配合比の樹脂モルタルに
て塗装仕上げすることを特徴とするコンクリート若しく
はモルタル床の補修法。Claims: 1. A metal net is fixed along a crack on the surface of a repaired floor of concrete or mortar having a crack so as to straddle the crack, and then a water-curable epoxy resin primer is applied. Cement: sand: water: synthetic resin = 1: 0.5 to 2: 0.3 with the primer uncured
A method of repairing concrete or mortar floors, characterized by painting and finishing with a resin mortar having a mixing ratio of 0.5 to 0.05 to 0.4 (weight ratio).
メント1に対し0.01〜0.1(重量比)含まれている請求
項1記載の補修法。2. The repair method according to claim 1, wherein the resin mortar further contains 0.01 to 0.1 (weight ratio) of the reinforcing fiber relative to 1 cement.
る請求項2記載の補修法。3. The repair method according to claim 2, wherein said reinforcing fibers are alkali-resistant glass fibers.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63124382A JP2608101B2 (en) | 1988-05-20 | 1988-05-20 | Repair method for concrete or mortar floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63124382A JP2608101B2 (en) | 1988-05-20 | 1988-05-20 | Repair method for concrete or mortar floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01295967A JPH01295967A (en) | 1989-11-29 |
JP2608101B2 true JP2608101B2 (en) | 1997-05-07 |
Family
ID=14884024
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63124382A Expired - Lifetime JP2608101B2 (en) | 1988-05-20 | 1988-05-20 | Repair method for concrete or mortar floor |
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JP (1) | JP2608101B2 (en) |
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JP2006009274A (en) * | 2004-06-22 | 2006-01-12 | Panahome Corp | Outer wall repairing method |
JP6228367B2 (en) * | 2013-02-18 | 2017-11-08 | 日本化成株式会社 | Method for repairing concrete structure and repaired concrete structure |
JP6404021B2 (en) * | 2014-07-22 | 2018-10-10 | 太平洋マテリアル株式会社 | Fast-hardening polymer cement mortar composition for repair and reinforcement, and repair and reinforcement method using the same |
CN115182547A (en) * | 2022-07-15 | 2022-10-14 | 北京丽都地坪技术有限公司 | Ethylene-based heavy-duty anticorrosive terrace and terrace construction method |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5266520A (en) * | 1975-12-01 | 1977-06-02 | Kansai Paint Co Ltd | Method of lining concrete |
JPS5272779A (en) * | 1975-12-16 | 1977-06-17 | Abc Trading Co | Complex corrosion resistant structure |
JPS6183758A (en) * | 1984-09-27 | 1986-04-28 | 三菱油化バ−ディツシエ株式会社 | Water-proof and heat insulating painting method of construction |
-
1988
- 1988-05-20 JP JP63124382A patent/JP2608101B2/en not_active Expired - Lifetime
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JPH01295967A (en) | 1989-11-29 |
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