JP2012046899A - Floor material - Google Patents

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JP2012046899A
JP2012046899A JP2010187654A JP2010187654A JP2012046899A JP 2012046899 A JP2012046899 A JP 2012046899A JP 2010187654 A JP2010187654 A JP 2010187654A JP 2010187654 A JP2010187654 A JP 2010187654A JP 2012046899 A JP2012046899 A JP 2012046899A
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base material
thickness
floor
buffer
flooring
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JP5680905B2 (en
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Takeshi Yamamoto
毅 山本
Yuichi Matsui
雄一 松井
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Noda Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a floor material which has a shock absorption performance for reducing a shock to be received from a floor when a person falls down, and prevents the decline of a walking feeling and the generation of a level difference by preventing excessive sinking during walking.SOLUTION: A floor material 1 is composed by successively laminating a first base material 2, a first buffer material 3, a second base material 4 and a second buffer material 5 from the surface side. The thickness of the second base material is equal to or larger than 3.0 mm and is equal to or more than 35% of the thickness of the entire floor material. For the second buffer material, the thickness is 3.0-5.0 mm and Asker C hardness is 20-70 degrees. For the floor material satisfying these conditions, it is confirmed that the value of the maximum acceleration measured by a measurement method of JIS A 6519 is sufficiently below 100 G, the shock absorption performance is excellent, and matters formed on a surface of the first base material and a butt end of the second base material are not broken even when a shock is received.

Description

本発明は床材に関し、特に衝撃吸収性能に優れた床材に関する。   The present invention relates to a flooring, and more particularly to a flooring excellent in shock absorbing performance.

床材が敷設された室内で高齢者や障害者などが転倒したときに床材からの衝撃で怪我をする事故が頻発しており、骨折などの重傷を負うケースも多い。このため、転倒の際に床材からの衝撃を小さくするような機能すなわち衝撃吸収性能を持った床材の開発が望まれている。日本建築学会床工事WGの報告によれば、JIS A 6519の測定方法により測定した最大加速度の値(G値)が100G以下であれば、人間が転倒して頭などを床にぶつけた際であっても怪我を負いにくいものとされている。   There are frequent accidents in which injuries are caused by the impact of flooring when an elderly person or a disabled person falls in the room where the flooring is laid, and there are many cases of serious injury such as broken bones. For this reason, it is desired to develop a flooring material having a function of reducing the impact from the flooring material when it falls, that is, a shock absorbing performance. According to a report from the Architectural Institute of Japan Floor Work WG, if the value of the maximum acceleration (G value) measured by the measuring method of JIS A6519 is 100G or less, when a human falls and hits his head etc. on the floor Even if there is, it is said that it is hard to suffer injury.

このような背景から、特許文献1には、表面材の裏面に、アスカーC硬度が70度以下かつ厚さ2mm以上の衝撃吸収材を積層することにより、上記測定による最大加速度80G以下の衝撃吸収性能を有する木質床材が得られることが記載されている。   Against this background, Patent Document 1 discloses that shock absorbers having an Asker C hardness of 70 degrees or less and a thickness of 2 mm or more are laminated on the back surface of the surface material, thereby obtaining a maximum acceleration of 80 G or less as measured above. It is described that a wooden flooring having performance can be obtained.

特開2010−47979号公報JP 2010-47979 A

特許文献1記載の木質床材において、表面材としては厚さ2〜13mm程度の合板や木質繊維板など(実施例では厚さ2mmおよび4mmの合板)が用いられ、衝撃吸収材としては厚さ2mm以上の合成樹脂発泡体やゴム発泡体などが用いられるものとされているが、衝撃吸収材において所期の衝撃吸収性能を発揮するためにはある程度の厚さを必要とし、全体として床材が厚くなりがちであった。   In the wooden flooring described in Patent Document 1, plywood or wood fiber board having a thickness of about 2 to 13 mm is used as the surface material (2 mm and 4 mm thick plywood in the embodiment), and the thickness is used as the shock absorbing material. Synthetic resin foams or rubber foams of 2 mm or more are supposed to be used. However, a certain amount of thickness is required for the impact absorbing material to exhibit the desired impact absorbing performance, and the flooring material as a whole. Tended to be thick.

また、床材は隣り合う二辺の木口に雄実、他の二辺の木口に雌実を形成し、これら実同士の嵌合を介して床材を連接施工することが一般に行われているところ、軟質な合成樹脂発泡体やゴム発泡体などからなる衝撃吸収材に実を形成することはできないので、特許文献1の請求項2や実施例に記載されているように衝撃吸収材の裏面側にさらに4mm厚合板などの裏面材を設けてこの裏面材に実を形成する必要があり、さらに床材の全体厚が大きなものとなっていた。   In addition, it is generally performed that floor materials are formed with male seeds at the end of two adjacent sides and female ends at the other end of the two ends, and the flooring is connected to each other through the fitting between the fruits. However, since a fruit cannot be formed on a shock absorber made of a soft synthetic resin foam or rubber foam, the back surface of the shock absorber as described in claim 2 of the patent document 1 and the examples. Further, it is necessary to provide a back material such as a 4 mm thick plywood on the side to form fruit on the back material, and the overall thickness of the floor material has become large.

このため、衝撃吸収性能を持つ厚い床材が施工された部屋と、衝撃吸収性能を持たない薄い床材が施工された部屋との間に段差が生じ、この段差につまづいて転倒するなど新たな問題が生ずる恐れがあった。床材裏面に根太や合板などの高さ調整材を設けることによって段差を解消することは可能であるが、余分な施工手間やコストがかかるので好ましくない。   For this reason, there is a step between a room where a thick flooring with shock absorbing performance is constructed and a room where a thin flooring without shock absorbing performance is constructed. Could cause serious problems. Although it is possible to eliminate the step by providing a height adjusting material such as joists or plywood on the back surface of the floor material, it is not preferable because it requires extra work and cost.

また、衝撃吸収性能を持つ床材において表面材を薄くしたり、反対に衝撃吸収性能を持たない床材において表面材を厚くして、これらの全体厚を同一にして段差を解消させることも可能であるが、前者の場合は薄い表面材が撓んで割れやすくなって耐久性が低下し、後者の場合は厚い表面材を用いることでコストが増大する。さらには、表面材の厚さが異なることによって荷重を受けたときの撓み量が異なることになるので、これによって実の破損などが生ずるおそれもある。   In addition, it is possible to reduce the step by making the surface material thinner for floor materials with shock absorption performance, or thicker surface material for floor materials that do not have shock absorption performance. However, in the former case, the thin surface material is bent and easily broken and the durability is lowered. In the latter case, the use of the thick surface material increases the cost. Furthermore, since the amount of deflection when receiving a load varies depending on the thickness of the surface material, this may cause actual breakage.

また、衝撃吸収材が厚くなると、衝撃吸収性能は向上するものの、人が歩行したときに衝撃吸収材の沈み込みが大きくなり、歩行感が悪くなる。さらに、歩行する人の荷重を受けた床材とこれに隣接する荷重を受けていない床材との間に段差が生じ、歩行時のつまずきの原因になったり、段差によって表れた隣接床材の側面木口に物がぶつかって該床材を破損させるなどのおそれがある。   In addition, when the shock absorbing material is thick, the shock absorbing performance is improved, but when the person walks, the shock absorbing material sinks more and the walking feeling becomes worse. In addition, there is a step between the floor material that receives the load of the person walking and the floor material that does not receive the load adjacent to it, which may cause tripping during walking or the adjacent floor material that appears due to the step. There is a risk that an object may collide with the side end and damage the flooring.

衝撃吸収材の厚さによる沈み込み量を小さくするために、衝撃吸収材の厚さを薄くしたり、衝撃吸収材の硬さを硬くするなどの方法も考えられるが、いずれも衝撃吸収性能を低下させてしまうことになるので実際には採用しがたい方法である。   In order to reduce the sinking amount due to the thickness of the shock absorber, methods such as reducing the thickness of the shock absorber or increasing the hardness of the shock absorber can be considered. In practice, this is a difficult method to adopt.

したがって、本発明が解決しようとする課題は、人が転倒した際に床から受ける衝撃を小さくする衝撃吸収性能を有する床材において、衝撃吸収性能を必要としない部屋との床施工高さに段差が生じないようにすると共に、歩行時の過度の沈み込みを防止することで歩行感の低下や段差の発生を生じないようにするための新規な構造を提供することである。   Accordingly, the problem to be solved by the present invention is that a floor material having a shock absorbing performance that reduces the impact received from the floor when a person falls down is a step difference in floor construction height with a room that does not require the shock absorbing performance. And a novel structure for preventing a decrease in walking feeling and generation of a step by preventing excessive sinking during walking.

この課題を解決するため、請求項1に係る本発明は、表面側から、第一基材と、第一緩衝材と、第二基材と、第二緩衝材とが順次に積層されてなる床材であって、第二基材は厚さが3mm以上であって且つ床材全体の35%以上を占める厚さを有し、第二緩衝材は厚さが3.0〜5.0mmであって且つアスカーC硬度が20〜70度であることを特徴とする。   In order to solve this problem, the present invention according to claim 1 is formed by sequentially laminating a first base material, a first buffer material, a second base material, and a second buffer material from the surface side. It is a flooring material, the second base material has a thickness of 3 mm or more and occupies 35% or more of the entire flooring material, and the second cushioning material has a thickness of 3.0 to 5.0 mm. And Asker C hardness is 20 to 70 degrees.

本発明は、請求項1に記載されるように、表面側から第一基材/第一緩衝材/第二基材/第二緩衝材の積層構成を有する床材において、裏面側の2層、すなわち第二基材および第二緩衝材について、各々の厚さを特定の範囲に規定すると共に、第二緩衝材についてはさらにその硬度を特定の範囲に規定することによって、前記課題を達成する。   As described in claim 1, the present invention provides a floor material having a laminated structure of a first base material / first buffer material / second base material / second buffer material from the front surface side, and two layers on the back surface side. In other words, the thickness of each of the second base material and the second buffer material is specified within a specific range, and the hardness of the second buffer material is further specified within a specific range, thereby achieving the above-described object. .

より詳しく言えば、第二基材の厚さを3mm以上で床材全体の35%以上とすることにより、第二基材が撓みにくいものとなり、床材の表面から荷重を受けたときに、第二基材から第二緩衝材に対して衝撃を均一に分散させることができるため、緩衝効果が大きくなる。   More specifically, when the thickness of the second base material is 3 mm or more and 35% or more of the entire flooring material, the second base material becomes difficult to bend, and when receiving a load from the surface of the flooring material, Since the impact can be uniformly dispersed from the second base material to the second cushioning material, the cushioning effect is increased.

また、第二緩衝材として厚さが3.0〜5.0mm、アスカーC硬度が20〜70度のものを使用するとことにより、衝撃を受けたときの沈み込みを小さくし、歩行感の低下を防止する。さらに、第二緩衝材の沈み込むが小さくなることで、該床材の第二基材に形成される実と隣接する床材の第二基材に形成される実との間の嵌合状態が適正に維持され、実の破損を防止することができる。   In addition, by using a second cushioning material having a thickness of 3.0 to 5.0 mm and an Asker C hardness of 20 to 70 degrees, the sinking when receiving an impact is reduced and the feeling of walking is reduced. To prevent. Furthermore, since the sinking of the second buffer material is reduced, the fitting state between the fruit formed on the second base material of the flooring material and the fruit formed on the second base material of the adjacent flooring material Is properly maintained, and actual breakage can be prevented.

なお、表面側から第一基材/第一緩衝材/第二基材/第二緩衝材の積層構成を有する床材における衝撃吸収性能については、第一基材および第一緩衝材が主として衝突時の所期衝撃を吸収する役割を果たし、衝突物の全体の衝撃を緩衝するのは主として第二基材および第二緩衝材によるものと考えられる。本発明では、後者の衝撃緩衝作用を十分に発揮しつつ、過度の沈み込みによる歩行感の低下などを解消することを課題とするので、第一基材および第一緩衝材については特に条件設定せず、第二基材および第二緩衝材について上記特定事項を課して本発明を構成するものとした。   In addition, about the impact absorption performance in the floor material which has the laminated structure of the 1st base material / the 1st buffer material / the 2nd base material / the 2nd buffer material from the surface side, the 1st base material and the 1st buffer material mainly collide. It is considered that it is mainly due to the second base material and the second cushioning material that plays a role of absorbing the intended impact of time and cushions the entire impact of the impacting object. In the present invention, since the objective of the present invention is to eliminate the lowering of walking feeling due to excessive sinking while sufficiently exhibiting the latter shock buffering action, particularly the first base material and the first buffer material are set with conditions. Instead, the above-mentioned specific matters were imposed on the second base material and the second buffer material to constitute the present invention.

本発明による床材の構成を示す断面図である。It is sectional drawing which shows the structure of the flooring by this invention.

まず、図1を参照しながら本発明による床材の構成について説明する。本発明による床材1は、図1に示すように、表面側から第一基材2/第一緩衝材3/第二基材4/第二緩衝材5の積層構成を有する。   First, the structure of the flooring according to the present invention will be described with reference to FIG. As shown in FIG. 1, the flooring 1 according to the present invention has a laminated structure of a first base material 2 / first buffer material 3 / second base material 4 / second buffer material 5 from the surface side.

第一基材2は、たとえばMDF、HDFなどの木質繊維板、合板、無垢材、積層板、集成材などの木質材からなり、その表面には任意に化粧紙、突板、オレフィンシートなどの合成樹脂シートなどによる化粧シートが貼着される。また、第一基材2の表面、あるいは該表面に貼着された化粧シートの表面に任意塗装を施すことができる。塗装は、防滑性能を有する防滑性塗料を用いて行うことが好ましい。   The first base material 2 is made of, for example, a wood fiber board such as MDF or HDF, a wood board such as a plywood, a solid board, a laminated board or a laminated board. A decorative sheet such as a resin sheet is attached. Moreover, arbitrary coating can be given to the surface of the 1st base material 2, or the surface of the decorative sheet stuck on this surface. The coating is preferably performed using an anti-slip paint having anti-slip performance.

第一基材2の厚さは0.5〜1.5mmであることが好ましい。この厚さが0.5mm未満では表面強度が弱く、衝撃を受けた際に破損したり凹みが発生しやすくなる。1.5mmより厚くなると、裏面に積層される第一緩衝材3が発揮すべき(初期)衝撃吸収性能が損なわれてしまう。   The thickness of the first substrate 2 is preferably 0.5 to 1.5 mm. If the thickness is less than 0.5 mm, the surface strength is weak, and damage or dents are likely to occur upon impact. If it is thicker than 1.5 mm, the (initial) shock absorbing performance that the first cushioning material 3 laminated on the back surface should exhibit is impaired.

第一緩衝材3は、たとえばエチレン酢酸ビニル共重合体(EVA)、エチレン−ビニルアルコール共重合体(EVOH)、ポリエチレン(PE)、ポリウレタン(PU)などの合成樹脂発泡体や、合成ゴム、天然ゴムなどのゴム発泡体からなり、好ましくはアスカーC硬度が20〜70度のものが使用される。アスカーC硬度が20度未満であると、柔らかすぎて歩行時の沈み込みが大きくなり、不快感を与える。また、人が転倒した場合に第一基材2から受ける衝撃を十分に緩衝することができず、転倒した人の頭などがその下層の第二基材4に強く打ち付けられる危険性がある。一方、アスカーC硬度が70度より大きくなると、緩衝材として硬すぎるものとなって衝撃吸収作用を十分に発揮することができない。これらの要因から、第一緩衝材3のアスカーC硬度範囲は20〜70度であり、好ましくは35〜60度である。   The first buffer material 3 is, for example, a synthetic resin foam such as ethylene vinyl acetate copolymer (EVA), ethylene-vinyl alcohol copolymer (EVOH), polyethylene (PE), polyurethane (PU), synthetic rubber, natural It is made of a rubber foam such as rubber, and preferably has an Asker C hardness of 20 to 70 degrees. If the Asker C hardness is less than 20 degrees, it is too soft and the sinking during walking increases, resulting in discomfort. In addition, when a person falls, the impact received from the first base material 2 cannot be sufficiently buffered, and there is a risk that the head of the person who has fallen or the like will be strongly struck against the lower second base material 4. On the other hand, if the Asker C hardness is larger than 70 degrees, it becomes too hard as a buffer material and cannot sufficiently exhibit the impact absorbing function. From these factors, the Asker C hardness range of the first buffer material 3 is 20 to 70 degrees, preferably 35 to 60 degrees.

第一緩衝材3の厚さは好ましくは0.5〜2.5mmである。この厚さが0.5mm未満では衝撃吸収性能が不十分となり、床の硬さ試験において100G以下の値を得ることが困難になる。2.5mmより厚くなると、第一基材2が衝撃を受けた際に第一基材2が大きく撓むことになり、第一基材2が割れやすくなる。   The thickness of the first buffer material 3 is preferably 0.5 to 2.5 mm. If the thickness is less than 0.5 mm, the impact absorbing performance is insufficient, and it becomes difficult to obtain a value of 100 G or less in the floor hardness test. When it becomes thicker than 2.5 mm, the first base material 2 will be greatly bent when the first base material 2 receives an impact, and the first base material 2 is easily cracked.

第二基材4は、第一基材2と同様、たとえばMDF、HDFなどの木質繊維板、合板、無垢材、積層板、集成材などの木質材からなる。   The second base material 4 is made of a wood material such as a wood fiber board such as MDF and HDF, a plywood, a solid material, a laminated board, and a laminated material, similarly to the first base material 2.

第二基材4には、施工時に隣接する床材と嵌合する実(雄実、雌実)が四周木口面に形成する必要があるので、3.0mm以上の厚さとする。厚さが3.0mm未満ではこの厚さ範囲に実を形成することが困難となる。好ましくは5.0mm以上である。一方、あまり厚すぎると床材全体の重量が大きくなって運搬や施工の際に床材が扱いにくいものとなる。また、製造工程において反りが生じた場合に、その反りを矯正することが難しくなる。さらに、第一基材2,第一緩衝材3,第二基材4と積層されると床材として厚い床材となってしまい、衝撃吸収性能を必要としない部屋との床施工高さに段差が生じやすくなる。これらから、第二基材4の厚さは15mm以下であることが好ましい。   Since it is necessary to form the fruit (male, female) which fits with the floor material adjacent at the time of construction in the 2nd base material 4 in a quadrant wood mouth surface, it shall be the thickness of 3.0 mm or more. If the thickness is less than 3.0 mm, it is difficult to form a fruit in this thickness range. Preferably it is 5.0 mm or more. On the other hand, if it is too thick, the weight of the entire flooring will increase, making it difficult to handle the flooring during transportation and construction. In addition, when warpage occurs in the manufacturing process, it becomes difficult to correct the warpage. Furthermore, when laminated with the first base material 2, the first buffer material 3, and the second base material 4, it becomes a thick floor material as a floor material, and the floor construction height with a room that does not require shock absorbing performance. Steps are likely to occur. From these, it is preferable that the thickness of the 2nd base material 4 is 15 mm or less.

さらに、第二基材4の厚さは床材1の全体厚の35%以上とする。第二基材4の厚さが全体厚の35%未満であると、床材全体の厚さに対して第二基材が薄すぎるものとなって、床材全体のバランスが崩れ、必要とする衝撃吸収性能を得にくいものとなる。   Furthermore, the thickness of the second base material 4 is 35% or more of the total thickness of the flooring 1. If the thickness of the second base material 4 is less than 35% of the total thickness, the second base material is too thin with respect to the total thickness of the flooring material, and the balance of the entire flooring material is lost, which is necessary. It is difficult to obtain shock absorbing performance.

また、第二基材4は、曲げヤング係数が1500〜8000N/mm、曲げ剛性が600kN・mmであることが好ましい。床材表面が受けた衝撃は、第一基材2から第一緩衝材3、第二基材4、さらに第二緩衝材5へと伝わるが、第二基材が上記範囲の曲げヤング係数および曲げ剛性を有するものであると、衝撃に対して撓みにくく、第二基材が受けた衝撃を第二緩衝材に対して均一に分散させることができる。この作用を発揮するために、第二基材は曲げヤング係数が1500N/mm以上、曲げ剛性が600kN・mmであることが好ましい。また、第二基材の曲げヤング係数が8000N/mmを超えると、基板として硬すぎるものとなって、脆くなり、衝撃によって割れやすい耐久性に乏しい床材となる。 The second substrate 4 preferably has a bending Young's modulus of 1500 to 8000 N / mm 2 and a bending rigidity of 600 kN · mm 2 . The impact received by the floor material surface is transmitted from the first base material 2 to the first buffer material 3, the second base material 4, and further to the second buffer material 5, and the second base material has a bending Young's modulus in the above range and When it has bending rigidity, it is hard to bend with respect to an impact, and the impact received by the second base material can be uniformly dispersed with respect to the second cushioning material. In order to exhibit this effect, the second base material preferably has a bending Young's modulus of 1500 N / mm 2 or more and a bending rigidity of 600 kN · mm 2 . Moreover, when the bending Young's modulus of a 2nd base material exceeds 8000 N / mm < 2 >, it will become too hard as a board | substrate, will become weak and will become a flooring material with few durability which is easy to be cracked by an impact.

第二緩衝材5は、たとえばポリウレタン(PU)、エチレン酢酸ビニル共重合体(EVA)、ポリエチレン(PE)、塩化ビニル(PVC)などの合成樹脂発泡体や、合成ゴム、天然ゴムなどのゴム発泡体からなり、独立気泡発泡体および連続気泡発泡体のいずれであっても良い。また、第二緩衝材5の裏面には防水または防湿シートが貼着されることが好ましい。   The second buffer material 5 is, for example, a synthetic resin foam such as polyurethane (PU), ethylene vinyl acetate copolymer (EVA), polyethylene (PE), vinyl chloride (PVC), or rubber foam such as synthetic rubber or natural rubber. It may be a closed-cell foam or an open-cell foam. Moreover, it is preferable that a waterproof or moisture-proof sheet is attached to the back surface of the second cushioning material 5.

第二緩衝材5の厚さは3.0〜5.0mmである。この厚さが3.0mm未満では衝撃吸収性能が不十分となり、床の硬さ試験において100G以下の値を得ることが困難になる。5.0mmより厚くなると、床材全体の厚さが大きくなりすぎてしまい、衝撃吸収性能を必要としない部屋との床施工高さに段差が生じやすくなる。また、柔らかすぎて歩行時の沈み込みが大きくなり、不快感を与える。   The thickness of the second buffer material 5 is 3.0 to 5.0 mm. If this thickness is less than 3.0 mm, the impact absorbing performance becomes insufficient, and it becomes difficult to obtain a value of 100 G or less in the floor hardness test. When it becomes thicker than 5.0 mm, the thickness of the entire flooring material becomes too large, and a level difference is likely to occur in the floor construction height with a room that does not require shock absorbing performance. Moreover, it is too soft and the sinking at the time of a walk becomes large, and uncomfortable feeling is given.

第二緩衝材5にはアスカーC硬度が20〜70度のものを用いる。第二緩衝材5のアスカーC硬度が20度未満であると、柔らかすぎて歩行時の沈み込みが大きくなり、不快感を与える。また、第二緩衝材5は実が形成される第二基材4の裏面に貼着されるので、第二基材4が沈み込むと隣接する床材と嵌合している実が破損する危険性がある。一方、アスカーC硬度が70度より大きくなると、緩衝材として硬すぎるものとなって衝撃吸収作用を十分に発揮することができない。これらの要因から、第一緩衝材3のアスカーC硬度範囲は20〜70度であることが好ましく、より好ましくは25〜45度である。   The second cushioning material 5 has an Asker C hardness of 20 to 70 degrees. If the Asker C hardness of the second cushioning material 5 is less than 20 degrees, it will be too soft and the sinking during walking will become large, giving an uncomfortable feeling. Moreover, since the 2nd buffer material 5 is affixed on the back surface of the 2nd base material 4 in which a fruit is formed, when the 2nd base material 4 sinks, the fruit fitted with the adjacent flooring will be damaged. There is a risk. On the other hand, if the Asker C hardness is larger than 70 degrees, it becomes too hard as a buffer material and cannot sufficiently exhibit the impact absorbing function. From these factors, the Asker C hardness range of the first buffer material 3 is preferably 20 to 70 degrees, more preferably 25 to 45 degrees.

以下、本発明の実施例を比較例と対比して説明することにより、本発明の構成および作用効果をより具体的に実証する。なお、本発明は下記の実施例に限定されるものではなく、特許請求の範囲の記載によって定義される発明の範囲内において様々な変形・変更が許容されることは言うまでもない。   Hereinafter, the configuration and operational effects of the present invention will be more specifically demonstrated by describing examples of the present invention in comparison with comparative examples. In addition, this invention is not limited to the following Example, It cannot be overemphasized that various deformation | transformation and change are accept | permitted within the range of the invention defined by description of a claim.

図1に示す第一基材2/第一緩衝材3/第二基材4/第二緩衝材5の積層構成を有する床材1として表1〜表4に示す各種の床材サンプルを作製し、実同士の嵌合を介して床下地上に連接施工した。そして、各床材サンプルについてJIS A 6519の測定方法により最大加速度を測定して衝撃吸収性能を評価すると共に、衝撃を受けたときに第一基材2の表面が損傷したか否かを目視確認し、さらに、衝撃試験後に床材サンプルを剥がして実が破損しているか否かを目視確認した。これらの評価も表1〜表4に併せて示されている。   Various flooring samples shown in Tables 1 to 4 are prepared as the flooring 1 having the laminated structure of the first base material 2 / first buffer material 3 / second base material 4 / second buffer material 5 shown in FIG. And it was connected and constructed on the floor base through the fitting between the fruits. Then, for each flooring sample, the maximum acceleration is measured by the measuring method of JIS A6519 to evaluate the impact absorption performance, and whether or not the surface of the first base material 2 is damaged when receiving an impact is visually confirmed. Further, after the impact test, the flooring material sample was peeled off to visually check whether the fruit was damaged. These evaluations are also shown in Tables 1 to 4.

より詳しく言えば、各床材サンプルにおいて、第一基材については厚さ1.0mmのMDF、第一緩衝材については厚さ1.2mm、アスカーC硬度45度のEVAを共通して使用した上で、第二基材として用いたMDFの厚さを様々に変え、また、第二緩衝材として用いたPUの厚さおよびアスカーC硬度を様々に変えて行った試験のデータおよび結果が表1〜表3に示されている。表1中の床材サンプルa−2〜a−7、表2中の床材サンプルb−2〜b−4および表3中の床材サンプルc−2〜c−6が本発明実施例であり、これらはいずれもG値が100G以下であって十分な衝撃吸収性能を有することが確認され、また、衝撃を受けても第一基材の表面には何ら破損が見られず、第二基材の木口に形成した実が破損することもなかった。なお、各表に異なるサンプル番号が付されているが、床材サンプルa−3,b−3,c−3は同一の本発明実施例である。   More specifically, in each flooring sample, MDF having a thickness of 1.0 mm was used for the first base material, and EVA having a thickness of 1.2 mm and Asker C hardness of 45 degrees was commonly used for the first buffer material. Above, the data and results of tests conducted by changing the thickness of the MDF used as the second base material and also changing the thickness of the PU used as the second cushioning material and the Asker C hardness are shown. 1 to 3 are shown. Floor material samples a-2 to a-7 in Table 1, floor material samples b-2 to b-4 in Table 2, and floor material samples c-2 to c-6 in Table 3 are examples of the present invention. Each of these was confirmed to have a G value of 100 G or less and sufficient impact absorbing performance, and even when subjected to an impact, no damage was observed on the surface of the first base material. The fruit formed on the base of the base material was not damaged. In addition, although the different sample numbers are attached | subjected to each table | surface, flooring material sample a-3, b-3, c-3 is the same Example of this invention.

Figure 2012046899
Figure 2012046899
Figure 2012046899
Figure 2012046899
Figure 2012046899
Figure 2012046899

まず、表1は、図1の積層構成を有する床材において、上記のように第一基材および第一緩衝材については同一条件とし、さらに第二緩衝材についても同一条件(厚さ4.0mm、アスカーC硬度30度のPU)とした上で、第二基材の厚さを2.0〜21mmの範囲において7通りに変えて床材サンプルa−1〜a−7を作製して、第二基材の厚さによる影響を確認するために行った試験のデータおよび結果を示している。ここに示す結果から分かるように、第二基材の厚さを4.0mm以上としたサンプルa−2〜a−7はいずれもG値が100G以下であって衝撃吸収性能に優れ、衝撃を受けても第一基材の表面や実が破損することがなく耐久性にも優れていた。特に厚さ7.0mm以上のサンプルa−3以降はいずれもG値が90Gを下回り、きわめて優れた衝撃吸収性能を有するものであった。これに対し、第二基材の厚さを2.0mmとしたサンプルa−1では衝撃吸収性能が不十分であり、また、実に破損が見られた。この結果から、十分な衝撃吸収性能を発揮しながら衝撃による実の破損を防止するためには、第二基材2の厚さを3.0mm以上、好ましくは5.0mm以上とすべきことが確認された。また、これら本発明実施例のサンプルにおける第二基材の全体厚に対する割合はいずれも35%以上であり、この下限値に有意性があることが確認された。   First, Table 1 shows that the flooring material having the laminated configuration of FIG. 1 has the same conditions for the first base material and the first cushioning material as described above, and the same conditions for the second cushioning material (thickness 4. 0 mm, PU with an Asker C hardness of 30 degrees), and changing the thickness of the second base material in seven ways within the range of 2.0 to 21 mm, producing flooring samples a-1 to a-7 The data and result of the test conducted in order to confirm the influence by the thickness of a 2nd base material are shown. As can be seen from the results shown here, the samples a-2 to a-7 in which the thickness of the second base material is 4.0 mm or more all have a G value of 100 G or less, excellent shock absorption performance, and impact. Even if it was received, the surface and the fruit of the first base material were not damaged, and the durability was excellent. In particular, samples A-3 and later having a thickness of 7.0 mm or more had a G value of less than 90 G, and extremely excellent shock absorbing performance. On the other hand, in sample a-1 in which the thickness of the second base material was 2.0 mm, the impact absorption performance was insufficient, and breakage was actually observed. From this result, in order to prevent actual breakage due to impact while exhibiting sufficient shock absorbing performance, the thickness of the second base material 2 should be 3.0 mm or more, preferably 5.0 mm or more. confirmed. Moreover, the ratio with respect to the whole thickness of the 2nd base material in the sample of these Example of this invention was all 35% or more, and it was confirmed that this lower limit has significance.

表2は、同様の積層構成を有する床材において、上記のように第一基材および第一緩衝材については同一条件とし、さらに第二基材についても同一条件(厚さ7.0mmのMDF)とした上で、第二緩衝材(アスカーC硬度は30度で同一)の厚さを2.5〜8.0mmの範囲において5通りに変えて床材サンプルb−1〜b−5を作製して、第二緩衝材の厚さによる影響を確認するために行った試験のデータおよび結果を示している。ここに示す結果から分かるように、厚さ3.0〜5.0mmの第二緩衝材を有するサンプルb−2〜b−4はいずれもG値が100G以下であって衝撃吸収性能に優れ、衝撃を受けても第一基材の表面や実が破損することがなかったのに対し、第二緩衝材の厚さが2.5mmであるサンプルb−1はG値が100Gを越えてしまい、衝撃吸収性能が不十分であった。また、厚さ8.0mmの第二緩衝材を有するサンプルb−5は衝撃吸収性能は十分に優れたものであったが、衝撃を受けて実が破損した。この結果から、十分な衝撃吸収性能を発揮しながら衝撃による実の破損を防止するためには、第二緩衝材の厚さを3.0〜5.0mmの範囲内とすべきことが確認された。   Table 2 shows the same conditions for the first base material and the first buffer material as described above, and the same conditions for the second base material (MDF having a thickness of 7.0 mm). ) And changing the thickness of the second cushioning material (Asker C hardness is the same at 30 degrees) to five in the range of 2.5 to 8.0 mm, and changing the flooring samples b-1 to b-5 The data and the result of the test which were produced and confirmed in order to confirm the influence by the thickness of a 2nd buffer material are shown. As can be seen from the results shown here, the samples b-2 to b-4 having the second buffer material having a thickness of 3.0 to 5.0 mm all have a G value of 100 G or less and excellent shock absorption performance. Although the surface and the fruit of the first base material were not damaged even when subjected to an impact, the sample b-1 in which the thickness of the second buffer material was 2.5 mm had a G value exceeding 100 G. The shock absorbing performance was insufficient. Sample b-5 having a second cushioning material having a thickness of 8.0 mm was sufficiently excellent in shock absorption performance, but the fruit was damaged by the impact. From this result, it was confirmed that the thickness of the second cushioning material should be within the range of 3.0 to 5.0 mm in order to prevent actual breakage due to impact while exhibiting sufficient shock absorbing performance. It was.

表3は、同様の積層構成を有する床材において、上記のように第一基材および第一緩衝材については同一条件とし、さらに第二基材についても同一条件(厚さ7.0mmのMDF)とした上で、第二緩衝材(厚さは4.0mmで同一)のアスカーC硬度を10〜80度の範囲において7通りに変えて床材サンプルc−1〜c−7を作製して、第二緩衝材の硬度による影響を確認するために行った試験のデータおよび結果を示している。ここに示す結果から分かるように、第二緩衝材の硬度が20〜65度であるサンプルc−2〜c−6はいずれもG値が100G以下であって衝撃吸収性能に優れ、衝撃を受けても第一基材の表面や実が破損することがなかった。特に、第二緩衝材の硬度が30〜40度であるサンプルc−3〜c−5はいずれもG値が90G以下であってきわめて優れた衝撃吸収性能を有するものであった。これに対し、第二緩衝材の硬度が10度であるサンプルc−1および80度であるサンプルc−7はいずれもG値が100Gを越えてしまい、衝撃吸収性能が不十分であった。この理由は、前者においては第二緩衝材が柔らかすぎるものとなって、第一基材が受けた衝撃によって大きく沈み込み、床下地材にほぼ直に伝わった衝撃が大きく跳ね返ってしまい、また、後者においては第二緩衝材が硬すぎるものとなって、第一基材が受けた衝撃を緩衝しきれず、床下地材へと伝わった衝撃が大きく跳ね返ってしまうために、いずれも十分な衝撃吸収性能を発揮できなくなったものと考えられた。この結果から、第二緩衝材のアスカーC硬度は20〜70度であることが必要であり、より好ましくは25〜45度であることが確認された。   Table 3 shows the same conditions for the first base material and the first cushioning material as described above, and the same conditions for the second base material (MDF having a thickness of 7.0 mm). The floor material samples c-1 to c-7 were prepared by changing the Asker C hardness of the second buffer material (thickness is the same at 4.0 mm) in seven ways within a range of 10 to 80 degrees. The data and results of tests conducted to confirm the influence of the hardness of the second buffer material are shown. As can be seen from the results shown here, the samples c-2 to c-6, in which the hardness of the second buffer material is 20 to 65 degrees, all have a G value of 100 G or less, have excellent shock absorption performance, and receive impact. However, the surface and the fruit of the first base material were not damaged. In particular, the samples c-3 to c-5, in which the hardness of the second buffer material is 30 to 40 degrees, all have a G value of 90 G or less and have extremely excellent impact absorbing performance. On the other hand, both the sample c-1 in which the hardness of the second buffer material is 10 degrees and the sample c-7 in which the hardness is 80 degrees have a G value exceeding 100 G, and the impact absorption performance is insufficient. The reason for this is that in the former, the second cushioning material becomes too soft, sinks greatly due to the impact received by the first base material, and the impact transmitted almost directly to the floor base material rebounds greatly, In the latter case, the second cushioning material is too hard to absorb the impact received by the first base material, and the impact transmitted to the floor base material bounces back greatly. It was thought that the performance could not be demonstrated. From this result, it was confirmed that the Asker C hardness of the second buffer material was 20 to 70 degrees, and more preferably 25 to 45 degrees.

これらの試験により、前記積層構成を有する床材において、第二基材については厚さが3mm以上であること、また、第二緩衝材については厚さが3.0〜5.0mmの範囲内であってアスカーC硬度が20〜70度の範囲内であることの必要条件が確認できたので、次に、これらを同一条件(第二基材については厚さ7.0mmのMDF、第二緩衝材については厚さ4.0mmでアスカーC硬度が30度であるPU)とした上で、第一基材としてのMDFの厚さおよび第一緩衝材としてのEVAの厚さおよびアスカーC硬度を様々に変えて組み合わせて床材サンプルd−1〜d−8を作製して、これら第一基材および第一緩衝材の条件による影響を確認するために同様の試験を行った。その試験データおよび評価が表4に示されている。   According to these tests, in the floor material having the above-described laminated structure, the thickness of the second base material is 3 mm or more, and the thickness of the second buffer material is within a range of 3.0 to 5.0 mm. Since the necessary condition that the Asker C hardness is in the range of 20 to 70 degrees has been confirmed, these are the same conditions (the MDF having a thickness of 7.0 mm for the second base material, the second For the buffer material, the thickness is 4.0 mm and the PU having an Asker C hardness of 30 degrees), the thickness of the MDF as the first base material, the thickness of the EVA as the first buffer material, and the Asker C hardness. The flooring samples d-1 to d-8 were prepared by combining variously, and the same test was performed to confirm the influence of the conditions of the first base material and the first buffer material. The test data and evaluation are shown in Table 4.

Figure 2012046899
Figure 2012046899

ここに示す結果から分かるように、これらのサンプルd−1〜d−8はいずれもG値が推奨値100Gを下回っており、また、衝撃を受けても第一基材の表面や実が破損することがなく耐久性にも優れていた。この結果から、第一基材および第一緩衝材については特に条件を課さなくても、第二基材および第二緩衝材について前記の各条件を満たすものであれば、本発明の課題をクリアする床材が得られることが確認された。   As can be seen from the results shown here, these samples d-1 to d-8 all have a G value lower than the recommended value 100G, and even when subjected to an impact, the surface and the actual surface of the first substrate are damaged. It was excellent in durability. From this result, even if there is no particular condition for the first base material and the first buffer material, the object of the present invention is cleared as long as each condition is satisfied for the second base material and the second buffer material. It was confirmed that a flooring material to be obtained was obtained.

なお、表1〜表4に示される床材サンプルにおいては、第一基材および第二基材にMDFを使用し、第一緩衝材および第二緩衝材にはそれぞれEVAおよびPUを使用したが、第一基材および第二基材について他の材料(たとえばその一方または両方として合板)に代え、また、第一緩衝材および第二緩衝材について他の材料(たとえば第一緩衝材にEVOH、第二緩衝材にEVA)に代えて同様の試験を行っても、上記結果と有意差は見られなかった。したがって、これら各層について使用する材料は、本発明において限定的ではないことが確認された。   In the floor material samples shown in Tables 1 to 4, MDF was used for the first base material and the second base material, and EVA and PU were used for the first buffer material and the second buffer material, respectively. , In place of other materials (for example, plywood as one or both of them) for the first base material and the second base material, and for other materials (for example, EVOH in the first buffer material) Even when a similar test was conducted in place of EVA for the second buffer material, no significant difference was found from the above results. Therefore, it was confirmed that the material used for each of these layers is not limited in the present invention.

1 床材
2 第一基材
3 第一緩衝材
4 第二基材
5 第二緩衝材
1 Floor material 2 First base material 3 First buffer material 4 Second base material 5 Second buffer material

Claims (1)

第一基材/第一緩衝材/第二基材/第二緩衝材の積層構成を有する床材であって、第二基材は厚さが3mm以上であって且つ床材全体の35%以上を占める厚さを有し、第二緩衝材は厚さが3.0〜5.0mmであって且つアスカーC硬度が20〜70度であることを特徴とする床材。 A flooring material having a laminated structure of a first base material / first buffer material / second base material / second buffer material, wherein the second base material has a thickness of 3 mm or more and 35% of the entire flooring material A flooring material having a thickness that occupies the above, wherein the second buffer material has a thickness of 3.0 to 5.0 mm and an Asker C hardness of 20 to 70 degrees.
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JP2015025307A (en) * 2013-07-26 2015-02-05 株式会社ノダ Floor material
JP2015105464A (en) * 2013-11-28 2015-06-08 株式会社ノダ Floor structure
JP2016216928A (en) * 2015-05-15 2016-12-22 株式会社クラレ Impact relieving floor material
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JP2018071152A (en) * 2016-10-27 2018-05-10 株式会社ノダ Floor material
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JP2015005055A (en) * 2013-06-19 2015-01-08 株式会社日本アレフ Sensor device and sensor device unit
JP2015025307A (en) * 2013-07-26 2015-02-05 株式会社ノダ Floor material
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JP2018071152A (en) * 2016-10-27 2018-05-10 株式会社ノダ Floor material
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CN108307052B (en) * 2018-01-18 2020-05-22 Oppo广东移动通信有限公司 Electronic device, fall control method and related product
JP2020071225A (en) * 2018-10-26 2020-05-07 凸版印刷株式会社 Impact-absorbing flooring
JP2020071224A (en) * 2018-10-26 2020-05-07 凸版印刷株式会社 Impact-absorbing flooring
JP2020076305A (en) * 2018-10-26 2020-05-21 凸版印刷株式会社 Impact absorption floor material

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