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JP7556561B2 - Floor coating method and floor coating - Google Patents

Floor coating method and floor coating Download PDF

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JP7556561B2
JP7556561B2 JP2022064717A JP2022064717A JP7556561B2 JP 7556561 B2 JP7556561 B2 JP 7556561B2 JP 2022064717 A JP2022064717 A JP 2022064717A JP 2022064717 A JP2022064717 A JP 2022064717A JP 7556561 B2 JP7556561 B2 JP 7556561B2
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隆広 川西
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本発明は、短時間で耐久性のある高防滑性を備えた床面を施工する塗床工法及び塗床に関する。 The present invention relates to a coating method and a coating floor that creates a durable, highly slip-resistant floor surface in a short period of time.

従来、工場や整備用ガレージ等のコンクリート等の床面は、そのままでは発塵したり油分が浸透したり、工具等が落下した際に欠けが発生する等して作業環境としては相応しくないことから床面に塗り床材を施工して上述のような問題を解決してきた。 Conventionally, floor surfaces such as concrete in factories and maintenance garages are not suitable for work environments because, as is, they generate dust, oil seeps in, and tools and other objects chip when dropped. To solve these problems, floor coatings have been applied to the floors.

また、床面を水や油分等の液体が覆うような環境になり易い、例えば、食品工場や厨房においては防滑性に優れた材質からなる塗り床材を施工することや、床面に物理的な凹凸を形成するために所定の粒径の骨材を含有した塗り床材を施工することで対応している。 In environments where floor surfaces are prone to becoming covered in liquids such as water or oil, for example food factories and kitchens, floor coatings made from highly slip-resistant materials can be applied, or floor coatings containing aggregate of a specified particle size can be applied to create physical irregularities on the floor surface.

このような状況において、例えば、特許文献1に係る技術では、骨材を含む水性硬質ウレタン系コンクリート組成物を下地にコテ塗りによって塗布し、コテ塗りにより得られた塗布面を、さらに転圧手段によって転圧し、かつ水性硬質ウレタン系コンクリート組成物を硬化させて、水性硬質ウレタン系コンクリートの塗り床を形成する塗り床の形成方法が開示されている。 In this situation, for example, the technology described in Patent Document 1 discloses a method for forming a coated floor in which an aqueous hard urethane concrete composition containing aggregate is applied to a base by troweling, the coated surface obtained by troweling is further compressed by a rolling means, and the aqueous hard urethane concrete composition is hardened to form an aqueous hard urethane concrete coated floor.

本技術によれば、骨材を含む水性硬質ウレタン系コンクリートの塗り床の、強度、耐摩耗性、表面の見栄えを向上させることが可能であるとされている。 This technology is said to be capable of improving the strength, abrasion resistance, and surface appearance of water-based hard polyurethane concrete floor coatings that contain aggregate.

また、例えば、特許文献2に係る技術では、下地に下塗り材を塗布した後、その上に
塗り床材を塗布する塗り床工法において、下塗り材が硬化する前に骨材を撒布し、下塗り材を硬化させることにより骨材を固着させた後、塗り床材を塗布する塗り床工法が開示されている。
Furthermore, for example, the technology related to Patent Document 2 discloses a floor coating method in which a primer is applied to a base and then a floor coating material is applied on top of that, in which aggregate is spread before the primer hardens, and the primer is hardened to fix the aggregate, and then the floor coating material is applied.

本技術によれば、流動性の低い塗り床材を平滑な下地に塗布する際に塗り床材が滑ることがなく、均一に塗布することができるとされている。 This technology is said to enable low-fluidity floor coating materials to be applied evenly to a smooth base without slipping.

特開2016-138385号公報JP 2016-138385 A 特開2001-207631号公報JP 2001-207631 A

確かに特許文献1に記載の技術によれば、骨材を含むことで塗り床の強度や耐摩耗性を向上させることができ、更に、高価な塗り床材の主成分の比率を骨材によって低く抑えることがことができる点では優れている。 The technology described in Patent Document 1 certainly has the advantage that the inclusion of aggregate can improve the strength and abrasion resistance of the coated floor, and furthermore, the proportion of the main component of the expensive coated floor material can be kept low by using the aggregate.

しかしながら、コテ塗りにより得られた塗布面が硬化する前は作業者が塗布面を歩行できないため、作業者が転圧可能な範囲を未施工の領域から転圧用のローラーで転圧を実施するか、塗布面に影響しない足場等から転圧を行う必要がある。 However, because workers cannot walk on the surface obtained by troweling before it hardens, they must either compact the area they can from unworked areas with a compaction roller, or compact from scaffolding or other means that will not affect the coated surface.

前者であれば、一度に転圧可能な領域が限定されるため下地へのコテ塗りと転圧を複数回繰り返さなければならず施工が長時間に及んでしまい、後者であれば、足場等を組まなければならず作業が非常に煩雑になると共に、足場の撤去は塗布面が硬化した後でなければ行うことができず、結果として長時間の施工となってしまう。 In the former case, the area that can be compacted at one time is limited, so troweling and compacting the base must be repeated multiple times, resulting in a long construction time. In the latter case, scaffolding must be set up, making the work extremely complicated, and the scaffolding can only be removed after the applied surface has hardened, resulting in a long construction time.

また、本技術は転圧によって骨材を下方に沈降・移動させるものであるため骨材により表面に物理的な凹凸を形成して防滑性を備えることもできない。 In addition, because this technology uses rolling compaction to cause the aggregate to settle and move downward, it is not possible to create physical irregularities on the surface with the aggregate to provide anti-slip properties.

また、特許文献2に記載の技術によれば、確かに流動性の低い塗り床材を平滑な下地に塗布する際、その前に下塗り材の表面に骨材で凹凸を形成しておけば下塗り材に対して塗り床材が滑ることを抑制できる点で優れている。 In addition, the technology described in Patent Document 2 is indeed advantageous in that when applying a low-fluidity floor coating material to a smooth base, if the surface of the undercoat is first unevenly formed with aggregate, it is possible to prevent the floor coating material from slipping against the undercoat.

しかしながら、下塗り材が硬化する前は作業者が塗布面を歩行できないため、下塗り材が硬化する前に骨材を散布(及び骨材の固着のために転圧すること)するには、作業者が散布(や転圧)可能な範囲を未施工の領域から実施するか、塗布面に影響しない足場等から転圧を行う必要がある。 However, because workers cannot walk on the coated surface before the primer hardens, in order to spread aggregate (and compact it to help the aggregate adhere) before the primer hardens, workers must either spread (or compact) the area from an unpainted area, or compact it from scaffolding or similar that does not affect the coated surface.

前者であれば、一度に散布(や転圧)可能な領域が限定されるため下地への下塗り作業(や転圧作業)を複数回繰り返さなければならず施工が長時間に及んでしまい、後者であれば、足場等を組まなければならず作業が非常に煩雑になると共に、足場の撤去は下塗り材が硬化した後でなければ行うことができず、結果として長時間の施工となってしまう。 In the former case, the area that can be sprayed (or compacted) at one time is limited, so the primer coat (and compaction) must be applied to the base multiple times, resulting in a long construction time. In the latter case, scaffolding must be set up, making the work extremely complicated, and the scaffolding can only be removed after the primer has hardened, resulting in a long construction time.

このように特許文献2に係る技術も特許文献1と同様に施工時間の長期化という問題を有している。 As such, the technology in Patent Document 2 also has the same problem as Patent Document 1 in that it takes a long time to install.

また、特許文献2に係る技術は、作業時に塗り床材が滑ることを抑制する技術であり、単に下塗り材の上に塗り床材を塗布するため、塗り床材中の骨材自体を下塗り材に固着させることができないことから防滑性や耐摩耗性を長期間に渡り維持することもできない。 The technology described in Patent Document 2 is a technology that prevents the floor coating material from slipping during work, but since the floor coating material is simply applied on top of an undercoat, the aggregate in the floor coating material itself cannot be fixed to the undercoat, and therefore the anti-slip properties and abrasion resistance cannot be maintained for a long period of time.

この発明は、以上のような事情に鑑みてなされたものであり、短時間で耐久性のある高防滑性を備えた床面を施工する塗床工法及び塗床の提供を目的とする。 This invention was made in consideration of the above circumstances, and aims to provide a coating method and a coating floor that can create a durable, highly slip-resistant floor surface in a short time.

以上のような目的を達成するために、本発明は以下の技術を提供する。 To achieve the above objectives, the present invention provides the following technologies:

請求項1に係る発明では、下地を素地調整する素地調整工程と、前記素地調整した前記下地の表面に第一の骨材を含有した下塗り材を塗布する下塗り工程と、前記下塗り材の表面を転圧する第一転圧工程と、前記下塗り材が硬化する前に前記下塗り材の前記転圧した表面に第二の骨材を散布する散布工程と、前記下塗り材の散布した表面を転圧する第二転圧工程と、前記下塗り材が硬化した後に上塗り材を塗布する上塗り工程と、からなり、前記素地調整工程の後に前記下地を連続して隣接する複数の作業領域に分割し、起点となる最初の作業領域に対して前記下塗り工程から前記第二転圧工程を行った後、順次隣接する作業領域に対して前記下塗り工程から前記第二転圧工程を繰り返して全ての作業領域を終えた後、前記下塗り材が硬化した後に全ての作業領域に対して前記上塗り工程を行うことを特徴とする塗床工法を提供せんとする。
The invention of claim 1 comprises a base preparation step of preparing the base, an undercoat step of applying a basecoat material containing a first aggregate to the surface of the prepared base, a first rolling step of compacting the surface of the undercoat material, a spraying step of spraying a second aggregate onto the rolled surface of the undercoat material before the undercoat material hardens, a second rolling step of compacting the surface onto which the undercoat material has been sprayed, and a topcoat step of applying a topcoat material after the undercoat material has hardened. The invention provides a floor coating method characterized in that after the base preparation step, the base is divided into a number of adjacent work areas, and the undercoat step through the second rolling step are performed on a first work area that serves as a starting point, and then the undercoat step through the second rolling step are repeated for adjacent work areas in sequence to complete all of the work areas, and then the topcoat step is performed on all of the work areas after the undercoat material has hardened .

請求項に係る発明では、前記下塗り材は、前記第一の骨材を含有すると共に、ポリオール、イソシアネート、水によるウレタン結合とウレア結合をなし、且つセメントと水分による水和反応によりコンクリートをなす水性硬質ウレタン系コンクリート組成物であることを特徴とする請求項1に記載の塗床工法を提供せんとする。
The invention of claim 2 aims to provide the coated floor construction method described in claim 1, characterized in that the undercoat material contains the first aggregate, forms urethane bonds and urea bonds with polyol, isocyanate, and water, and is an aqueous hard urethane concrete composition that forms concrete through a hydration reaction with cement and water.

請求項に係る発明では、前記下塗り材の膜厚を略4.0mm~略7.0mm、前記上塗り材の膜厚を略0.1mm~略0.3mm、前記第一の骨材の粒径を略2.0mm~3.0mm、前記第二の骨材の粒径を略略0.5mm~2.0mmとしたことを特徴とする請求項に記載の塗床工法を提供せんとする。
The invention of claim 3 aims to provide the coated floor construction method described in claim 2, characterized in that the film thickness of the undercoat material is approximately 4.0 mm to approximately 7.0 mm, the film thickness of the topcoat material is approximately 0.1 mm to approximately 0.3 mm, the particle size of the first aggregate is approximately 2.0 mm to 3.0 mm, and the particle size of the second aggregate is approximately 0.5 mm to 2.0 mm.

請求項1記載の発明によれば、下地を素地調整する素地調整工程と、素地調整した下地の表面に第一の骨材を含有した下塗り材を塗布する下塗り工程と、下塗り材の表面を転圧する第一転圧工程と、下塗り材が硬化する前に下塗り材の転圧した表面に第二の骨材を散布する散布工程と、下塗り材の散布した表面を転圧する第二転圧工程と、下塗り材が硬化した後に上塗り材を塗布する上塗り工程と、からなることより、下塗り材が硬化する前に第一の骨材の上に第二の骨材を積層的に固着させることができるので第二の骨材で安定的に表面を凹凸に形成でき耐久性のある高い防滑性を備えた床面を施工することができる。 According to the invention described in claim 1, the method includes a base preparation step for preparing the base, a base coating step for applying a base coating material containing a first aggregate to the surface of the prepared base, a first rolling step for compressing the surface of the base coating material, a spraying step for spraying a second aggregate onto the rolled surface of the base coating material before the base coating material hardens, a second rolling step for compressing the surface onto which the base coating material has been sprayed, and a top coating step for applying a top coating material after the base coating material hardens. As a result, the second aggregate can be laminated and fixed onto the first aggregate before the base coating material hardens, and the second aggregate can be used to stably form an uneven surface, allowing the construction of a durable floor surface with high anti-slip properties.

また、上塗り工程の前に既に安定した凹凸を形成できているため上塗り材を薄膜に形成でき、美観向上のための着色や耐摩耗性、耐薬品性等の個別の機能を有する上塗り材を防滑性が損なうことなく柔軟に使用することができる。 In addition, because a stable unevenness can already be formed before the topcoat process, the topcoat can be applied as a thin film, and topcoats with individual functions such as coloring to improve aesthetics, abrasion resistance, and chemical resistance can be used flexibly without compromising anti-slip properties.

更に、素地調整工程の後に下地を連続して隣接する複数の作業領域に分割し、起点となる最初の作業領域に対して下塗り工程から第二転圧工程を行った後、順次隣接する作業領域に対して下塗り工程から第二転圧工程を繰り返して全ての作業領域を終えた後、下塗り材が硬化した後に全ての作業領域に対して上塗り工程を行うことより、施工面積が広くても第二転圧工程までは全ての施工領域を一気に施工でき、しかも、最後の転圧工程を終えた作業領域の下塗り材が硬化すれば全ての施工領域に対して一気に上塗り工程を行うことができるため短時間で施工を完了させることができる。
Furthermore , after the surface preparation process, the base is divided into a number of adjacent work areas, and the first work area is subjected to the undercoat process through the second rolling process. The undercoat process through the second rolling process are then repeated for the adjacent work areas in sequence until all work areas are completed. After the undercoat material has hardened, the topcoat process is performed on all work areas. This allows all work areas up to the second rolling process to be completed in one go, even if the work area is large. Furthermore, once the undercoat material in the work area that has completed the final rolling process has hardened, the topcoat process can be performed on all work areas in one go, allowing work to be completed in a short amount of time.

請求項記載の発明によれば、下塗り材は、第一の骨材を含有すると共に、ポリオール、イソシアネート、水によるウレタン結合とウレア結合をなし、且つセメントと水分による水和反応によりコンクリートをなす水性硬質ウレタン系コンクリート組成物であることより、耐衝撃性や耐摩耗性に優れ、更に耐熱性や耐薬品性を有するため、食品工場や機械工場、産業床に要求される耐久性に優れた床材として広く使用できるだけでなく、第一の骨材の粒径や含有量の調整を容易に行なうことができる。
According to the invention described in claim 2 , the undercoat material contains a first aggregate, and is an aqueous hard urethane concrete composition which forms urethane bonds and urea bonds with polyol, isocyanate, and water, and which forms concrete through a hydration reaction with cement and water. Therefore, it has excellent impact resistance and abrasion resistance, as well as heat resistance and chemical resistance, and can therefore be widely used as a floor material with excellent durability required for food factories, machine factories, and industrial floors, and the particle size and content of the first aggregate can be easily adjusted.

請求項記載の発明によれば、下塗り材の膜厚を略4.0mm~略7.0mm、上塗り材の膜厚を略0.1mm~略0.3mm、第一の骨材の粒径を略2.0mm~3.0mm、第二の骨材の粒径を略略0.5mm~2.0mmとしたことより、第一の骨材の上に第二の骨材を安定して積層させることができるので、第二の骨材で安定的に表面を凹凸に形成でき高い防滑性を備えた床面を施工することができる。
According to the invention described in claim 3 , the thickness of the undercoat material is approximately 4.0 mm to approximately 7.0 mm, the thickness of the topcoat material is approximately 0.1 mm to approximately 0.3 mm, the particle size of the first aggregate is approximately 2.0 mm to 3.0 mm, and the particle size of the second aggregate is approximately 0.5 mm to 2.0 mm. This makes it possible to stably layer the second aggregate on top of the first aggregate, thereby enabling the second aggregate to stably form an uneven surface, and thus enabling the construction of a floor surface with high slip resistance.

本実施形態に係る塗床工法のフロー図である。FIG. 1 is a flow diagram of a floor coating method according to an embodiment of the present invention. 本実施形態に係る塗床工法の下塗りの施工領域の様子を示す平面図であり、(a)は下塗り工程前で、(b)は作業領域を分割した図で、(c)は最初の作業領域を施工した図で、(d)は番目の作業領域まで施工した図で、(e)は番目の作業領域まで施工した図で、(f)は全ての作業領域の下塗りを完了した図である。FIG. 11 is a plan view showing the state of the undercoat construction area of the floor coating method according to this embodiment, where (a) is before the undercoat process, (b) is a diagram of the divided work area, (c) is a diagram of the first work area after construction, (d) is a diagram of the fifth work area after construction, (e) is a diagram of the tenth work area after construction, and (f) is a diagram of the completion of the undercoat for all work areas. 本実施形態に係る塗床工法で施工される塗床の簡易断面図である。FIG. 2 is a simplified cross-sectional view of a coated floor constructed by the coating floor construction method according to the present embodiment.

本発明の実施形態に係る塗床工法の要旨は、下地を素地調整する素地調整工程と、素地調整した下地の表面に第一の骨材を含有した下塗り材を塗布する下塗り工程と、下塗り材の表面を転圧する第一転圧工程と、下塗り材が硬化する前に下塗り材の転圧した表面に第二の骨材を散布する散布工程と、下塗り材の散布した表面を転圧する第二転圧工程と、下塗り材が硬化した後に上塗り材を塗布する上塗り工程と、からなることを特徴とする。すなわち、短時間で耐久性のある高防滑性を備えた床面を施工する塗床工法の提供を図ろうとするものである。 The gist of the floor coating method according to the embodiment of the present invention is that it is characterized by comprising a base preparation step for preparing the base, an undercoat step for applying a basecoat containing a first aggregate to the surface of the prepared base, a first rolling step for compacting the surface of the undercoat, a spraying step for spraying a second aggregate onto the rolled surface of the undercoat before the undercoat hardens, a second rolling step for compacting the surface onto which the undercoat has been sprayed, and a topcoat step for applying a topcoat after the undercoat has hardened. In other words, the aim is to provide a floor coating method that constructs a floor surface with durable, highly slip-resistant properties in a short time.

本発明の実施形態に係る塗床工法は、図1、図2に示すように、下地Gを素地調整する素地調整工程S1と、素地調整した下地Gの表面に第一の骨材1を含有した下塗り材2を塗布する下塗り工程S2と、下塗り材2の表面を転圧する第一転圧工程S3と、下塗り材2が硬化する前に下塗り材2の転圧した表面に第二の骨材3を散布する散布工程S4と、下塗り材2の散布した表面を転圧する第二転圧工程S5と、下塗り材2が硬化した後に上塗り材4を塗布する上塗り工程S6と、からなる。
As shown in Figures 1 and 2, the floor coating method according to an embodiment of the present invention includes a base preparation step S1 for preparing the base of a base G, an undercoat step S2 for applying an undercoat material 2 containing a first aggregate 1 to the surface of the prepared base G, a first rolling step S3 for compacting the surface of the undercoat material 2, a spraying step S4 for spraying a second aggregate 3 onto the compacted surface of the undercoat material 2 before the undercoat material 2 hardens, a second rolling step S5 for compacting the sprayed surface of the undercoat material 2, and a topcoat step S6 for applying a topcoat material 4 after the undercoat material 2 hardens.

また、素地調整工程S1の後に下地Gを連続して隣接する複数の作業領域に分割し、起点となる最初の作業領域g1に対して下塗り工程S2から第二転圧工程S5を行った後、順次隣接する作業領域(g2以降)に対して下塗り工程S2から第二転圧工程S5を繰り返して全ての作業領域を終えた後、下塗り材2が硬化した後に全ての作業領域に対して上塗り工程S6を行うものである。 After the surface preparation process S1, the base G is divided into a number of adjacent work areas, and the first work area g1, which serves as the starting point, is subjected to the undercoat process S2 through the second rolling process S5. The undercoat process S2 through the second rolling process S5 are then repeated for the adjacent work areas (g2 onwards) until all work areas have been completed, and then the topcoat process S6 is performed on all work areas after the undercoat material 2 has hardened.

また、下塗り材2は、第一の骨材1を含有すると共に、ポリオール、イソシアネート、水によるウレタン結合とウレア結合をなし、且つセメントと水分による水和反応によりコンクリートをなす水性硬質ウレタン系コンクリート組成物である。 The undercoat material 2 is an aqueous hard urethane concrete composition that contains the first aggregate 1, forms urethane bonds and urea bonds with polyol, isocyanate, and water, and forms concrete through a hydration reaction with cement and water.

また、下塗り材2の膜厚が略4.0mm、上塗り材4の膜厚が略0.15mmとなるように形成し、第一の骨材1の粒径が略2.5mm、第二の骨材3の粒径が略1.0mmである材料を用いて塗床を形成しているが、下塗り材2の膜厚を略4.0mm~略7.0mm、上塗り材4の膜厚を略0.1mm~略0.3mmの範囲で形成しつつ、第一の骨材1の粒径を略2.0mm~略3.0mm、第二の骨材3の粒径を略0.5mm~2.0mmとする材料を用いることができる。 The coated floor is formed using materials in which the thickness of the undercoat material 2 is approximately 4.0 mm, the thickness of the topcoat material 4 is approximately 0.15 mm, the particle size of the first aggregate 1 is approximately 2.5 mm, and the particle size of the second aggregate 3 is approximately 1.0 mm. However, it is possible to use materials in which the thickness of the undercoat material 2 is approximately 4.0 mm to approximately 7.0 mm, the thickness of the topcoat material 4 is approximately 0.1 mm to approximately 0.3 mm, and the particle size of the first aggregate 1 is approximately 2.0 mm to approximately 3.0 mm, and the particle size of the second aggregate 3 is approximately 0.5 mm to approximately 2.0 mm.

更に、上塗り工程S6は、下塗り工程S2を終えてから略2時間経過後に行うものである。 Furthermore, the topcoat process S6 is carried out approximately two hours after the undercoat process S2 is completed.

このような本実施形態に係る塗床工法について、以下に具体的に詳述する。 The floor coating method according to this embodiment is described in detail below.

なお、下地Gは、コンクリート、モルタル、塗床等であり特に限定されないが、本実施形態ではコンクリートを対象とした塗床工法として説明する。 The base G can be concrete, mortar, a painted floor, etc., but is not limited to this. In this embodiment, the method will be described as a painted floor method for concrete.

本実施形態に係る塗床工法で説明する施工領域Gは、図2(a)に示した平面図の如く、平面視略L字状で施工面積49.0mm(T1=5.0m、T2=8.0m、T3=3.0m、T4=3.0m)の領域であり、T4以外は全て壁で囲繞された空間として説明する。 The construction area G described in the floor coating method according to this embodiment is an area that is approximately L-shaped in plan view and has a construction area of 49.0 mm2 (T1 = 5.0 m, T2 = 8.0 m, T3 = 3.0 m, T4 = 3.0 m) as shown in the plan view of Figure 2 (a), and all areas except T4 will be described as spaces surrounded by walls.

また、図2(b)に示すように、この施工領域Gを8つの作業領域g1~g15に分割(t1、t2、t3=1.0m)し、起点となる北側の最初の作業領域g1から南側の作業領域g1,・・・g8~g12、更には側の作業領域g13~g15へと順次施工を進める。
Also, as shown in Figure 2 (b), this construction area G is divided into eight work areas g1 to g15 (t1, t2, t3 = 1.0 m), and construction proceeds sequentially from the first work area g1 on the north side, which is the starting point, to the work areas g1, ..., g8 to g12 on the south side, and then to the work areas g13 to g15 on the east side .

作業領域Gの分割については、一度に第二転圧工程S5までを進められる程度であればどの様な施工面積でどの様な分割数で行うか等は状況に応じて適宜変更することができることは言うまでもない。 It goes without saying that the division of the work area G can be changed as appropriate depending on the situation, such as the area to be worked on and the number of divisions, so long as the second compaction process S5 can be completed in one go.

本実施形態に係る塗床工法で説明する下塗り材2は、ポリオールと水を主成分とする第一の液体(日本特殊塗料株式会社:ユータックコンプリートCPM A液)と、イソシアネートを主成分とする第二の液体(日本特殊塗料株式会社:ユータックコンプリートCPM B液)、及び粒径略0.1mm~0.3mmの粉体からなるセメントと上述したセラミック骨材からなる第一の骨材1を混合して調整する。 The undercoat material 2 described in the floor coating method according to this embodiment is prepared by mixing a first liquid (Nihon Tokushu Toryo Co., Ltd.: Yutak Complete CPM Liquid A) whose main components are polyol and water, a second liquid (Nihon Tokushu Toryo Co., Ltd.: Yutak Complete CPM Liquid B) whose main component is isocyanate, and a first aggregate 1 made of cement consisting of powder with a particle size of approximately 0.1 mm to 0.3 mm and the ceramic aggregate described above.

また、第一の液体と第二の液体との反応により生成される樹脂は、ウレタン結合において柔軟性と耐衝撃性、及び耐摩耗性を発揮し、ウレア結合において耐薬品性と耐摩耗性、強靭性、付着性を発揮し、セメントと水分からなるコンクリートは、水和反応により耐熱性と付着性、及び強度の向上を図ることができる。 The resin produced by the reaction between the first and second liquids exhibits flexibility, impact resistance, and abrasion resistance due to the urethane bonds, and exhibits chemical resistance, abrasion resistance, toughness, and adhesiveness due to the urea bonds. Concrete, which is made of cement and water, can improve its heat resistance, adhesiveness, and strength due to the hydration reaction.

なお、下塗り材2には硬化促進剤や顔料となる着色剤を調合して硬化促進性や美観性を発揮させてもよい。 In addition, the undercoat material 2 may be mixed with a curing accelerator or a coloring agent that acts as a pigment to accelerate curing and improve appearance.

具体的には、図2(a)に示した施工面積49.0mmの施工領域Gに対して、第一の液体を略36kg、第二の液体を略36kg、セメントと第一の骨材1を混合したものを略324kg使用し、これらを混合・攪拌して得た下塗り材2により略4.0mm厚の塗膜を形成する。 Specifically, for the construction area G of 49.0 mm2 shown in Figure 2 (a), approximately 36 kg of the first liquid, approximately 36 kg of the second liquid, and approximately 324 kg of a mixture of cement and first aggregate 1 are used, and a coating film of approximately 4.0 mm thickness is formed using the primer 2 obtained by mixing and stirring these.

次に、素地調整工程S1は、表面の埃や異物を除去した後、残ったレイタンス、エフロ、油脂類を充分に除去し、平部については5m以内の間隔で幅10mm、深さ10mmのU溝の目地を形成すると共に、壁等の端部との境界にも同様のU溝を形成する。 Next, in the base preparation process S1, after removing dust and foreign matter from the surface, any remaining laitance, efflorescence, and oils and greases are thoroughly removed, and on the flat areas, U-groove joints 10 mm wide and 10 mm deep are formed at intervals of up to 5 m, and similar U-grooves are also formed at the boundaries with the edges of walls, etc.

なお、素地調整工程S1では、浮き水がなく充分に乾燥していることが必要である。 In addition, in the base material adjustment process S1, it is necessary that there is no floating water and that the material is sufficiently dry.

また、以降の工程に対して全ての施工領域を一度で施工できる程度の作業面積であれば良いが、複数の作業領域に分割して施工を行う必要があれば、例えば、図2(b)に示すように予め作業領域が認識できるように床面にマスキングテープ等で作業領域を明示しておくことが望ましい。 In addition, it is sufficient if the work area is large enough to allow all work areas to be completed at once for the subsequent processes, but if it is necessary to divide the work area into multiple work areas for work, it is desirable to clearly mark the work areas on the floor with masking tape or the like so that they can be identified in advance, as shown in Figure 2(b), for example.

下塗り工程S2は、第一の骨材1を含有した上塗り材4を金ゴテ等のコテ塗りにより下地に塗布するが、一つの作業領域に対して本実施形態では15分以内で行っている。 In the undercoat process S2, the topcoat material 4 containing the first aggregate 1 is applied to the base using a trowel such as a metal trowel, and in this embodiment, this process is carried out within 15 minutes for one work area.

第一転圧工程S3は、下塗り工程S2後直ちに行うが、砂骨ローラーにより塗布面に対して押圧しないよう転がすように作業を行ない、樹脂分が浮いてくる程度まで複数回繰り返す。 The first rolling step S3 is carried out immediately after the undercoating step S2. The rolling step is carried out by rolling the coated surface with a sand roller without pressing it against the coated surface. The rolling step is repeated several times until the resin portion floats up .

なお、本実施形態では転圧のために砂骨ローラーを用いているが、例えば、ウーローラーやマスチックローラー、ヘッドカットローラー等でも良く、本実施形態に限定されるものではない。 In this embodiment, a sand and bone roller is used for compaction, but other rollers such as a wool roller, a mastic roller, or a head cut roller may also be used, and the method is not limited to this embodiment.

散布工程S4は、第一転圧工程S3後直ちに行うが、本実施形態では上述の通り粒径略1.0mmのアルミナ骨材を手撒きにより均一に散布しているが、手撒きにおいては未施工領域から手を伸ばして安定して散布可能な距離を略1.0mとして施工しており、よって、本実施形態では全ての作業領域g1~g15を手撒きが可能な長さを考慮して分割している。 The spreading process S4 is carried out immediately after the first compaction process S3. In this embodiment, the alumina aggregate with a particle size of approximately 1.0 mm is spread uniformly by hand as described above. However, when spreading by hand, the distance at which the hand can be stretched from the untreated area and the spread can be carried out stably is set to approximately 1.0 m. Therefore, in this embodiment, all the work areas g1 to g15 are divided in consideration of the length at which hand spreading is possible.

なお、本実施形態では第二の骨材3としてアルミナ骨材を用いており、広義においてはセラミック骨材も同様のものとするが、セラミック骨材は粒径の均一性が乏しいため粒径略0.5mm~2.0mmの範囲の材料を用いることが望ましく、また、珪砂(4号:0.6mm~1.12mm)を用いることもできる。 In this embodiment, alumina aggregate is used as the second aggregate 3, and in a broader sense, ceramic aggregate is also used. However, since ceramic aggregate has poor uniformity in particle size, it is preferable to use a material with a particle size in the range of approximately 0.5 mm to 2.0 mm. Silica sand (No. 4: 0.6 mm to 1.12 mm) can also be used.

また、本実施形態では手撒きにより散布を行っているが、例えば、リシンガンやブロアー等の装置を用いても良く、本実施形態に限定されるものではない。 In addition, in this embodiment, the spraying is done by hand, but other devices such as a lysine gun or blower may also be used, and the method is not limited to this embodiment.

また、散布する第二の骨材3は、下塗り材2と同系色の骨材を用いることが美感上望ましい。 In addition, for aesthetic reasons, it is desirable to use an aggregate of the same color as the undercoat material 2 for the second aggregate 3 to be scattered.

第二転圧工程S5は、散布工程S4後直ちに行うが、砂骨ローラーにより塗布面に対して押圧しないよう撫でるように転がして作業を行なう。この場合、第二転圧工程S5よりも更に弱い力で行う必要がある。 The second rolling step S5 is carried out immediately after the spreading step S4, and is carried out by rolling the sand roller gently over the application surface, without pressing it against the surface. In this case, it is necessary to use even less force than the second rolling step S5.

なお、本実施形態では転圧のために砂骨ローラーを用いているが、例えば、ウーローラーやマスチックローラー、ヘッドカットローラー等でも良く、本実施形態に限定されるものではない。 In this embodiment, a sand and bone roller is used for compaction, but other rollers such as a wool roller, a mastic roller, or a head cut roller may also be used, and the method is not limited to this embodiment.

このようにして素地調整された下地Gに対して下塗り工程S2から第二転圧工程S5までを行うが、複数の作業領域に分割して施工を行う場合は、例えば、図2(b)~(f)に示すように、起点となる最初の作業領域g1に対して下塗り工程S2から第二転圧工程S5を行った後、順次隣接する作業領域に対して下塗り工程から第二転圧工程S5を繰り返して全ての作業領域を終える。 The base G that has been prepared in this way is then subjected to the undercoat process S2 through the second rolling process S5. However, if the work is divided into multiple work areas, for example, as shown in Figures 2(b) through (f), the undercoat process S2 through the second rolling process S5 are performed on the first work area g1, which serves as the starting point, and then the undercoat process through the second rolling process S5 are repeated for adjacent work areas in sequence until all work areas are completed.

全ての作業領域に対して第二転圧工程S5を終えたら、最後の下塗り材2の塗布を終えてから略2時間経過後にローラーや刷毛により上塗り工程S6を行うことができる。 Once the second compaction process S5 has been completed for all work areas, the topcoat process S6 can be carried out using a roller or brush approximately two hours after the final application of the undercoat material 2.

なお、本実施形態では上述の下塗り材2により塗布から2時間以上経過することで塗布面に影響なく歩行することができ、上塗り工程S6を進めることが可能となる。 In this embodiment, the coated surface can be walked on without being affected after more than two hours have passed since application of the above-mentioned undercoat material 2, and the topcoat process S6 can be carried out.

上塗り工程S6で使用する上塗り材4は特に限定されないが、本実施形態では、前工程の段階で既に安定した凹凸を形成できているため、上塗り材4は薄膜で防滑性を重視した以下の材料を用いて施工している。 The topcoat material 4 used in the topcoat process S6 is not particularly limited, but in this embodiment, because stable unevenness has already been formed in the previous process, the topcoat material 4 is applied using the following material, which is thin and emphasizes anti-slip properties.

本実施形態に係る塗床工法で説明する上塗り材4は、ポリオールと水を主成分とする第三の液体(日本特殊塗料株式会社:ユータックコンプリートG A液)と、イソシアネートを主成分とする第四の液体(日本特殊塗料株式会社:ユータックコンプリートG B液)、及び粉体からなるセメント(日本特殊塗料株式会社:ユータックコンプリートTパウダー)を混合して調整する。 The topcoat material 4 described in the floor coating method according to this embodiment is prepared by mixing a third liquid whose main components are polyol and water (Nihon Tokushu Toryo Co., Ltd.: Yutak Complete G Liquid A), a fourth liquid whose main component is isocyanate (Nihon Tokushu Toryo Co., Ltd.: Yutak Complete G Liquid B), and cement made of powder (Nihon Tokushu Toryo Co., Ltd.: Yutak Complete T Powder).

具体的には、図2(a)に示した施工面積49.0mmの施工領域Gに対して、第三の液体を略2kg、第四の液体を略2kg、セメントを略3kg使用し、これらを混合・攪拌して得た上塗り材4により略0.15mm厚の塗膜を材形成する。 Specifically, for the application area G of 49.0 mm2 shown in Figure 2 (a), approximately 2 kg of the third liquid, approximately 2 kg of the fourth liquid, and approximately 3 kg of cement are used, and these are mixed and stirred to obtain a topcoat material 4, which is used to form a coating film approximately 0.15 mm thick.

従って、本実施形態では略4.0mm厚の下塗り材2の上に上塗り材4を形成することで下地Gから略4.15mm厚の塗床が形成され、第二の骨材3が現出する箇所は最大で略5.15mm厚となってメリハリが効いた凹凸が形成される。 Therefore, in this embodiment, by forming the top coat material 4 on the undercoat material 2 that is approximately 4.0 mm thick, a coating floor that is approximately 4.15 mm thick is formed from the base G, and the area where the second aggregate 3 appears is approximately 5.15 mm thick at its maximum, creating a well-defined uneven surface.

上塗り工程S6は、調整した上塗り材4をローラーにより下塗り材2の表面に塗布するが、この場合は、全ての施工領域Gに対して一気に作業を行なうことができ、本実施形態では7分以内で行っており、図3に示すような塗膜を形成する。 In the topcoat process S6, the prepared topcoat material 4 is applied to the surface of the undercoat material 2 by a roller. In this case, the work can be done on the entire application area G in one go, and in this embodiment, it is completed within 7 minutes, forming a coating film as shown in Figure 3.

なお、本実施形態では上塗りのためにウーローラーを用いているが、マスチックローラー、ヘッドカットローラー等や刷毛等であっても良く、本実施形態に限定されるものではない。 In this embodiment, a wool roller is used for the top coat, but a mastic roller, head cut roller, brush, etc. may also be used, and the method is not limited to this embodiment.

以上、説明したように本実施形態に係る塗床工法は、下地Gを素地調整する素地調整工程S1と、素地調整した下地Gの表面に第一の骨材1を含有した下塗り材2を塗布する下塗り工程S2と、下塗り材2の表面を転圧する第一転圧工程S3と、下塗り材2が硬化する前に下塗り材2の転圧した表面に第二の骨材3を散布する散布工程S4と、下塗り材2の散布した表面を転圧する第二転圧工程S5と、下塗り材2が硬化した後に上塗り材4を塗布する上塗り工程S6と、からなることより、下塗り材2が硬化する前に第一の骨材1の上に第二の骨材3を積層的に固着させることができるので第二の骨材3で安定的に表面を凹凸に形成でき耐久性のある高い防滑性を備えた床面を施工することができる。 As explained above, the floor coating method according to this embodiment includes a surface preparation step S1 for preparing the base G, a base coating step S2 for applying a base coating material 2 containing a first aggregate 1 to the surface of the base coating material G that has been prepared, a first rolling step S3 for rolling the surface of the base coating material 2, a spraying step S4 for spraying a second aggregate 3 on the rolled surface of the base coating material 2 before the base coating material 2 hardens, a second rolling step S5 for rolling the surface on which the base coating material 2 has been sprayed, and a top coating step S6 for applying a top coating material 4 after the base coating material 2 hardens. Therefore, the second aggregate 3 can be laminated and fixed on the first aggregate 1 before the base coating material 2 hardens, so that the second aggregate 3 can stably form an uneven surface, and a durable floor surface with high slip resistance can be constructed.

また、上塗り工程S6の前に既に安定した凹凸を形成できているため上塗り材4を薄膜に形成でき、美観向上のための着色や耐摩耗性、耐薬品性等の個別の機能を有する上塗り材を防滑性が損なうことなく柔軟に使用することができる。 In addition, because stable unevenness can already be formed before the topcoat step S6, the topcoat material 4 can be formed into a thin film, and topcoats with individual functions such as coloring to improve aesthetics, abrasion resistance, and chemical resistance can be used flexibly without compromising anti-slip properties.

また、素地調整工程S1の後に下地Gを連続して隣接する複数の作業領域に分割し、起点となる最初の作業領域g1に対して下塗り工程S2から第二転圧工程S5を行った後、順次隣接する作業領域(g2以降)に対して下塗り工程S2から第二転圧工程S5を繰り返して全ての作業領域を終えた後、下塗り材2が硬化した後に全ての作業領域に対して上塗り工程S6を行うことより、施工面積が広くても第二転圧工程S5までは全ての施工領域を一気に施工でき、しかも、最後の第二転圧工程S5を終えた作業領域の下塗り材2が硬化すれば全ての施工領域に対して一気に上塗り工程S6を行うことができるため短時間で施工を完了させることができる。 After the surface preparation step S1, the base G is divided into a number of adjacent work areas, and the first work area g1, which serves as the starting point, is subjected to the undercoat step S2 through the second rolling step S5. The undercoat step S2 through the second rolling step S5 are then repeated for the adjacent work areas (g2 onwards) until all work areas are completed. After the undercoat material 2 has hardened, the topcoat step S6 is performed on all work areas. This allows all work areas up to the second rolling step S5 to be worked on at once, even if the work area is large. Moreover, once the undercoat material 2 in the last work area where the second rolling step S5 has been completed has hardened, the topcoat step S6 can be performed on all work areas at once, allowing work to be completed in a short time.

また、下塗り材2は、第一の骨材1を含有すると共に、ポリオール、イソシアネート、水によるウレタン結合とウレア結合をなし、且つセメントと水分による水和反応によりコンクリートをなす水性硬質ウレタン系コンクリート組成物であることより、耐衝撃性や耐摩耗性に優れ、更に耐熱性や耐薬品性を有するため、食品工場や機械工場、産業床に要求される耐久性に優れた床材として広く使用できるだけでなく、第一の骨材1の粒径や含有量の調整を容易に行なうことができる。 The undercoat material 2 contains the first aggregate 1, and is an aqueous hard urethane concrete composition that forms urethane bonds and urea bonds with polyol, isocyanate, and water, and forms concrete through a hydration reaction with cement and water. This gives the undercoat material excellent impact resistance and abrasion resistance, as well as heat resistance and chemical resistance. Not only can it be widely used as a flooring material with excellent durability required for food factories, machine factories, and industrial floors, but the particle size and content of the first aggregate 1 can also be easily adjusted.

更に、下塗り材の膜厚を略4.0mm~略7.0mm、前記上塗り材の膜厚を略0.1mm~略0.3mm、前記第一の骨材の粒径を略2.0mm~3.0mm、前記第二の骨材の粒径を略略0.5mm~2.0mmとしたことより、第一の骨材1の上に第二の骨材3を安定して積層させることができるので、第二の骨材3で安定的に表面を凹凸に形成でき高い防滑性を備えた床面を施工することができる。 Furthermore, by setting the thickness of the undercoat material to approximately 4.0 mm to approximately 7.0 mm, the thickness of the topcoat material to approximately 0.1 mm to approximately 0.3 mm, the particle size of the first aggregate to approximately 2.0 mm to 3.0 mm, and the particle size of the second aggregate to approximately 0.5 mm to 2.0 mm, the second aggregate 3 can be layered stably on top of the first aggregate 1, so that the second aggregate 3 can stably form an uneven surface, allowing the construction of a floor surface with high slip resistance.

また、本発明に係る塗床工法を用いた塗床により、高防滑性を備えた床面を提供することができる。 Floor coating using the floor coating method of the present invention can provide a floor surface with high slip resistance.

以上、本発明の好ましい実施形態について説明したが、本発明は係る特定の実施形態に限定されるものではなく、特許請求の範囲に記載された本発明の要旨の範囲内において、種々の変形・変更が可能である。 Although the preferred embodiment of the present invention has been described above, the present invention is not limited to the specific embodiment, and various modifications and variations are possible within the scope of the gist of the present invention described in the claims.

G 下地
g1 作業領域(最初)
g2 作業領域
g3 作業領域
g4 作業領域
g5 作業領域
g6 作業領域
g7 作業領域
g8 作業領域
g9 作業領域
g10 作業領域
g11 作業領域
g12 作業領域
g13 作業領域
g14 作業領域
g15 作業領域(最後)
S1 素地調整工程
S2 下塗り工程
S3 第一転圧工程
S4 散布工程
S5 第二転圧工程
S6 上塗り工程
1 第一の骨材
2 下塗り材
3 第二の骨材
4 上塗り材
G Base g1 Working area (first)
g2 work area g3 work area g4 work area g5 work area g6 work area g7 work area g8 work area g9 work area g10 work area g11 work area g12 work area g13 work area g14 work area g15 work area (last)
S1: Base preparation step S2: Undercoat step S3: First rolling compaction step S4: Spraying step S5: Second rolling compaction step S6: Topcoat step 1: First aggregate 2: Undercoat material 3: Second aggregate 4: Topcoat material

Claims (3)

下地を素地調整する素地調整工程と、前記素地調整した前記下地の表面に第一の骨材を含有した下塗り材を塗布する下塗り工程と、前記下塗り材の表面を転圧する第一転圧工程と、前記下塗り材が硬化する前に前記下塗り材の前記転圧した表面に第二の骨材を散布する散布工程と、前記下塗り材の散布した表面を転圧する第二転圧工程と、前記下塗り材が硬化した後に上塗り材を塗布する上塗り工程と、からなり、
前記素地調整工程の後に前記下地を連続して隣接する複数の作業領域に分割し、起点となる最初の作業領域に対して前記下塗り工程から前記第二転圧工程を行った後、順次隣接する作業領域に対して前記下塗り工程から前記第二転圧工程を繰り返して全ての作業領域を終えた後、前記下塗り材が硬化した後に全ての作業領域に対して前記上塗り工程を行うことを特徴とする塗床工法。
The method comprises a surface preparation step of preparing a base, a base coating step of applying a base coating material containing a first aggregate to the surface of the base coating that has been prepared, a first rolling step of compressing the surface of the base coating material, a scattering step of scattering a second aggregate onto the surface of the base coating material that has been compressed before the base coating material hardens, a second rolling step of compressing the surface onto which the base coating material has been scattered, and a top coating step of applying a top coating material after the base coating material hardens ,
This floor coating method is characterized in that after the base preparation process, the base is divided into a number of adjacent work areas, and the undercoat process through the second rolling process are carried out on a first work area that serves as a starting point, and then the undercoat process through the second rolling process are repeated for adjacent work areas in sequence until all work areas have been completed, and then the topcoat process is carried out on all work areas after the undercoat material has hardened .
前記下塗り材は、前記第一の骨材を含有すると共に、ポリオール、イソシアネート、水によるウレタン結合とウレア結合をなし、且つセメントと水分による水和反応によりコンクリートをなす水性硬質ウレタン系コンクリート組成物であることを特徴とした請求項1に記載の塗床工法。 The method for applying the coating to a floor according to claim 1, characterized in that the undercoat material contains the first aggregate, and is an aqueous hard urethane-based concrete composition that forms urethane bonds and urea bonds with polyol, isocyanate, and water, and forms concrete through a hydration reaction with cement and water . 前記下塗り材の膜厚を略4.0mm~略7.0mm、前記上塗り材の膜厚を略0.1mm~略0.3mm、前記第一の骨材の粒径を略2.0mm~3.0mm、前記第二の骨材の粒径を略略0.5mm~2.0mmとしたことを特徴とする請求項2に記載の塗床工法。
The coating method according to claim 2, characterized in that the thickness of the undercoat material is approximately 4.0 mm to approximately 7.0 mm, the thickness of the topcoat material is approximately 0.1 mm to approximately 0.3 mm, the particle size of the first aggregate is approximately 2.0 mm to 3.0 mm, and the particle size of the second aggregate is approximately 0.5 mm to approximately 2.0 mm .
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001207631A (en) 2000-01-31 2001-08-03 Asahi Glass Co Ltd Plastered floor construction method
JP2012219480A (en) 2011-04-07 2012-11-12 Watanabe Kogyo Kk As-cast concrete finish construction method
JP2016138385A (en) 2015-01-27 2016-08-04 ヤブ原産業株式会社 Method to form coated floor
JP6427668B2 (en) 2014-10-29 2018-11-21 ノクセル・コーポレーション Hair color, its method and kit

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001207631A (en) 2000-01-31 2001-08-03 Asahi Glass Co Ltd Plastered floor construction method
JP2012219480A (en) 2011-04-07 2012-11-12 Watanabe Kogyo Kk As-cast concrete finish construction method
JP6427668B2 (en) 2014-10-29 2018-11-21 ノクセル・コーポレーション Hair color, its method and kit
JP2016138385A (en) 2015-01-27 2016-08-04 ヤブ原産業株式会社 Method to form coated floor

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