JP4825613B2 - High density fiberboard and floor structure - Google Patents

High density fiberboard and floor structure Download PDF

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JP4825613B2
JP4825613B2 JP2006208577A JP2006208577A JP4825613B2 JP 4825613 B2 JP4825613 B2 JP 4825613B2 JP 2006208577 A JP2006208577 A JP 2006208577A JP 2006208577 A JP2006208577 A JP 2006208577A JP 4825613 B2 JP4825613 B2 JP 4825613B2
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density fiberboard
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JP2008031786A (en
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弘明 平栗
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有限会社泰成電機工業
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本発明は、高密度繊維板びかかる高密度繊維板を用いた床構造に関し、特に、止着具の打設部を含む領域にスリットが形成された高密度繊維板びかかる高密度繊維板を用いた床構造に関する。 The present invention relates to a floor structure using the high-density fiberboard Bikakaru high-density fiberboard, in particular, high-density fiberboard Bikakaru dense fibers in which slits are formed in a region including the striking portion of the fastening member The present invention relates to a floor structure using a board.

従来、高密度繊維板を備えてなる床構造として、例えば図7に記載の遮音性床構造50が知られている(特許文献1参照)。
図7は特許文献1に係る二重床の斜視図である。図8は特許文献1に係る高密度繊維板を床下地材と床仕上材との間に敷設した状態を示す側面断面図である。
図7に示す遮音性床構造50は、基礎面51上に弾性台座52を介して立設された支持脚群53によって複数の床下地パネル54を所定の高さレベルに支持して二重床の床下地を形成し、床下地の上に床仕上材55を敷設している。また、遮音性床構造50は、床下地パネル54と床仕上材55との間に、曲げ強度35〜50(N/mm2)、曲げヤング係数4,000〜5,000(N/mm2)、及び密度0.8〜1.2(g/cm3)の高密度繊維板56を敷設している。
Conventionally, for example, a sound insulating floor structure 50 illustrated in FIG. 7 is known as a floor structure including a high-density fiberboard (see Patent Document 1).
FIG. 7 is a perspective view of a double floor according to Patent Document 1. FIG. FIG. 8 is a side sectional view showing a state in which the high-density fiberboard according to Patent Document 1 is laid between the floor base material and the floor finishing material.
The sound insulating floor structure 50 shown in FIG. 7 supports a plurality of floor base panels 54 at a predetermined height level by supporting leg groups 53 erected on a base surface 51 via elastic pedestals 52. The floor finishing material 55 is laid on the floor foundation. The sound insulating floor structure 50 includes a bending strength of 35 to 50 (N / mm 2), a bending Young's modulus of 4,000 to 5,000 (N / mm 2), between the floor base panel 54 and the floor finishing material 55. And the high-density fiber board 56 with a density of 0.8-1.2 (g / cm <3>) is laid.

そして、遮音性床構造50によれば、床下地パネル54と床仕上材55との間に高密度繊維板56を介することで、床下地パネル54の振動を抑制することができ、遮音性能を向上することが可能となる。
特開2004−238925号公報
And according to the sound insulation floor structure 50, the vibration of the floor foundation panel 54 can be suppressed by interposing the high density fiber board 56 between the floor foundation panel 54 and the floor finishing material 55, and the sound insulation performance can be improved. It becomes possible to improve.
JP 2004-238925 A

ここで、図7に示す遮音性床構造50では、高密度繊維板56は、図8に示すように、釘等の止着具Bにより床下地パネル54に止着される。
また、一般的に、繊維板に止着具Bが打設されると、繊維板の止着具Bの打設部Hでは、止着具Bが打設されることで材料の逃げが生じる。そして、繊維板の打設部Hで生じた材料の逃げは、繊維板の密度が低い場合には、打設部Hの周囲が圧縮されることで吸収されることとなる。
Here, in the sound-insulating floor structure 50 shown in FIG. 7, the high-density fiberboard 56 is fixed to the floor base panel 54 by a fastener B such as a nail as shown in FIG.
In general, when the fastening device B is placed on the fiberboard, the material is escaped by placing the fastening device B at the placement portion H of the fastening device B of the fiberboard. . And the escape of the material produced in the placement part H of a fiber board will be absorbed because the circumference | surroundings of the placement part H are compressed when the density of a fiber board is low.

しかしながら、高密度繊維板56は高い密度で形成されており圧縮され難いため、止着具Bの打設時に打設部Hで生じた材料の逃げは、打設部Hの周囲で吸収されず、図8に示すように、高密度繊維板56の上下方向各面の打設部H周辺から突出し、凸部Cを形成することとなる。
そして、高密度繊維板56の上下方向各面において凸部Cが形成されると、高密度繊維板56と床下地パネル54との間又は高密度繊維板56と床仕上材55との間に隙間Aが生じ、がたつき等の施工不良が発生するという問題がある。
However, since the high-density fiberboard 56 is formed at a high density and is difficult to be compressed, the escape of the material generated in the placement portion H when the fastening device B is placed is not absorbed around the placement portion H. As shown in FIG. 8, the high density fiber board 56 protrudes from the periphery of the placement portion H on each surface in the vertical direction, and a convex portion C is formed.
And if the convex part C is formed in each surface of the up-down direction of the high density fiber board 56, it will be between the high density fiber board 56 and the floor base panel 54, or between the high density fiber board 56 and the floor finishing material 55. There is a problem in that a gap A is generated and construction defects such as rattling occur.

本発明は上記した従来技術の問題を解決するためになされたものであり、その目的は、高密度繊維板への止着具の打設時に打設部周辺に形成される突出部が、高密度繊維板の上下方向各面から外方に突出することを回避することが可能な高密度繊維板提供することにある。
また、本発明の他の目的は、高密度繊維板への止着具の打設時に打設部周辺に形成される突出部が、高密度繊維板の上下方向各面から外方に突出することに起因する施工不良を回避することが可能な床構造を提供することにある。
The present invention has been made in order to solve the above-described problems of the prior art. The purpose of the present invention is to provide a projecting portion formed around the placement portion when the fastening device is placed on the high-density fiberboard. An object of the present invention is to provide a high-density fiberboard capable of avoiding outward projection from each surface in the vertical direction of the density fiberboard.
In addition, another object of the present invention is that protrusions formed around the placement portion when the fastening device is placed on the high-density fiber board project outward from each surface in the vertical direction of the high-density fiber board. An object of the present invention is to provide a floor structure capable of avoiding poor construction caused by the above.

本発明のうち請求項1に係る高密度繊維板は、止着具により床材として止着される密度0.8(g/cm)以上の高密度繊維板であって、
前記高密度繊維板の上下各面には、前記止着具が打設される打設部を含む領域にスリットが形成されていることを特徴とするとする。
また、本発明のうち請求項2に係る高密度繊維板は、請求項1記載の高密度繊維板において、前記打設部は、列状に複数形成され、
前記スリットは、列状に複数形成された前記打設部の延びる方向に連続して形成されていることを特徴とする。
また、本発明のうち請求項3に係る高密度繊維板は、請求項1又は2記載の高密度繊維板において、前記スリットは、打設される前記止着具の径の2倍以上の幅に形成されていることを特徴とする。
The high-density fiberboard according to claim 1 of the present invention is a high-density fiberboard having a density of 0.8 (g / cm 3 ) or more that is fastened as a flooring by a fastening tool,
A slit is formed in each of the upper and lower surfaces of the high-density fiberboard in a region including a placement portion where the fastening tool is placed.
Moreover, the high-density fiber board which concerns on Claim 2 among this invention is a high-density fiber board of Claim 1, In the said high-density fiber board, two or more said placement parts are formed in a line form,
The slits are formed continuously in the extending direction of the placement portions formed in a row.
Moreover, the high density fiber board which concerns on Claim 3 among this invention is a high density fiber board of Claim 1 or 2, WHEREIN: The said slit is a width | variety of 2 times or more of the diameter of the said fastening device to be laid. It is characterized by being formed.

らに、本発明のうち請求項に係る床構造は、基礎面上に敷設される床下地材と、前記床下地材上に敷設される床仕上材とを備えてなる床構造であって、
前記床下地材と前記床仕上材との間に請求項1乃至3のうちいずれか1項記載の高密度繊維板を敷設してなることを特徴とする。
In is al, floor structure according to claim 4 of the present invention, there a underfloor member is laid on a foundation surface, the floor structure comprising a floor covering that is laid on the underfloor member And
The high-density fiberboard according to any one of claims 1 to 3 is laid between the floor base material and the floor finishing material.

本願請求項1乃至3のうちいずれか1項に係る高密度繊維板によれば、高密度繊維板の上下各面には、前記止着具が打設される打設部を含む領域にスリットが形成されている構成により、高密度繊維板への止着具の打設時に打設部周辺に形成される突出部が、高密度繊維板の上下各面から外方に突出することを回避することが可能となる。   According to the high-density fiberboard according to any one of claims 1 to 3, the upper and lower surfaces of the high-density fiberboard are slit in a region including a placement portion where the fastening device is placed. Due to the configuration, the protrusions formed around the placement part when the fastening device is placed on the high-density fiberboard are prevented from protruding outward from the upper and lower surfaces of the high-density fiberboard. It becomes possible to do.

さらに、本願請求項に係る床構造によれば、床下地材と前記床仕上材との間に請求項1乃至3のうちいずれか1項記載の高密度繊維板を敷設してなる構成により、高密度繊維板への止着具の打設時に打設部周辺に形成される突出部が、高密度繊維板の上下各面から外方に突出することに起因する施工不良を回避することが可能となる。 Furthermore, according to the floor structure which concerns on this-application Claim 4 , by the structure formed by laying the high-density fiber board of any one of Claims 1 thru | or 3 between a floor base material and the said floor finishing material. , To avoid construction defects caused by the protruding portions formed around the placement portion when the fastening device is placed on the high-density fiberboard project outward from the upper and lower surfaces of the high-density fiberboard. Is possible.

以下、本発明の実施形態に係る高密度繊維板及び床構造を図面を参照して説明する。
図1は本発明の実施形態に係る二重床の斜視図である。図2は床支持ユニットの側面断面図である。図3は本発明の実施形態に係る高密度繊維板の斜視図である。図4は高密度繊維板を床下地材と床仕上材との間に敷設した状態を示す側面断面図である。
本発明に係る床構造は、様々な床構造に適用可能であり、本実施形態では、本発明に係る床構造を二重床1に適用した場合を例にして説明する。
Hereinafter, a high-density fiberboard and a floor structure according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view of a double floor according to an embodiment of the present invention. FIG. 2 is a side sectional view of the floor support unit. FIG. 3 is a perspective view of the high-density fiberboard according to the embodiment of the present invention. FIG. 4 is a side cross-sectional view showing a state in which a high-density fiberboard is laid between a floor base material and a floor finishing material.
The floor structure according to the present invention can be applied to various floor structures, and in this embodiment, the case where the floor structure according to the present invention is applied to a double floor 1 will be described as an example.

二重床1は、図1に示すように、集合住宅等の各種建物において設置され、コンクリートスラブ等の基礎面2の床面上に設置される複数の床支持ユニット3と、床支持ユニット3に支持される床下地材4と、床下地材4上に敷設される高密度繊維板5と、高密度繊維板5上に敷設される床仕上材6とを備えてなる。
各床支持ユニット3は、図2に示すように、基礎面2上に設置される緩衝材8と、緩衝材8に立設される支持脚9と、支持脚9に支持される支持板10とを備えてなる。
As shown in FIG. 1, the double floor 1 is installed in various buildings such as an apartment house, and a plurality of floor support units 3 installed on a floor surface of a foundation surface 2 such as a concrete slab, and a floor support unit 3. The floor base material 4 supported on the floor base material 4, the high-density fiber board 5 laid on the floor base material 4, and the floor finishing material 6 laid on the high-density fiber board 5.
As shown in FIG. 2, each floor support unit 3 includes a cushioning material 8 installed on the base surface 2, a support leg 9 standing on the cushioning material 8, and a support plate 10 supported by the support leg 9. And comprising.

緩衝材8は、略円筒状のゴム等の弾性材料からなり、緩衝材8の上下方向から見た中央部の略上半部には中央穴部11が形成されている。中央穴部11の側部内周面には、環状溝状の凹部12が形成されている。また、中央穴部11の内周面には、中央穴部11の底面13から側面にかけて十文字状の溝部14が形成されている。緩衝材8の下面には、対称的に4個の略半球状の突起15が形成されている。緩衝材8は、突起15を形成することで基礎面2との接地面積が小さくなり、受けた荷重を分散しつつ適度な弾性(沈み込み)を得ることができ、床衝撃音、特に重量床衝撃音を低減することが可能となる。ここで、各突起15の高さは2〜4mm程度が好ましく、また全ての突起15は同一高さとすることが好ましい。なお、緩衝材8は、基礎面2上において、所定間隔で接着等により固定されて設置される。   The cushioning material 8 is made of an elastic material such as a substantially cylindrical rubber, and a central hole 11 is formed in a substantially upper half of the central portion viewed from the vertical direction of the cushioning material 8. An annular groove-shaped recess 12 is formed on the inner peripheral surface of the side portion of the central hole portion 11. Further, a cross-shaped groove portion 14 is formed on the inner peripheral surface of the central hole portion 11 from the bottom surface 13 to the side surface of the central hole portion 11. Four substantially hemispherical protrusions 15 are symmetrically formed on the lower surface of the cushioning material 8. The cushioning material 8 has a ground contact area with the base surface 2 by forming the protrusions 15 and can obtain appropriate elasticity (sinking) while dispersing the received load. The impact sound can be reduced. Here, the height of each projection 15 is preferably about 2 to 4 mm, and all the projections 15 are preferably the same height. In addition, the buffer material 8 is fixed and installed on the base surface 2 by adhesion or the like at a predetermined interval.

支持脚9は、緩衝材8に回動自在に立設された中空支持ボルト18と、中空支持ボルト18の上端部が螺合されるレベル調整用ナット19とを備えてなる。
中空支持ボルト18は、中央打設孔を有する比較的短い中空パイプから形成されている。そして、中空支持ボルト18は、下端部に側方に膨出する環状の突出部20が座屈成形され、上端部外周面に上端から所定長さだけ雄ネジ部21が形成されている。また、中空支持ボルト18の先端面には、ドライバー、電動ドライバー等の回転用工具の先端を係合させる溝状の係合部22が形成されている。
The support leg 9 includes a hollow support bolt 18 erected on the cushioning material 8 so as to be rotatable, and a level adjusting nut 19 into which an upper end portion of the hollow support bolt 18 is screwed.
The hollow support bolt 18 is formed from a relatively short hollow pipe having a central casting hole. The hollow support bolt 18 is formed by buckling a ring-shaped protruding portion 20 that bulges laterally at the lower end portion, and a male screw portion 21 is formed on the outer peripheral surface of the upper end portion by a predetermined length from the upper end. In addition, a groove-like engagement portion 22 that engages the distal end of a rotary tool such as a screwdriver or an electric screwdriver is formed on the distal end surface of the hollow support bolt 18.

レベル調整用ナット19は、中空支持ボルト18を螺合可能な中央打設孔を有する比較的短い中空パイプから形成されている。そして、レベル調整用ナット19の下端部内周面には下端から所定長さだけ、中空支持ボルト18の雄ネジ部21に適合する雌ネジ部24が形成されている。また、レベル調整用ナット19の外周面の上下方向略中央部には、環状の支持部25が突設されている。   The level adjusting nut 19 is formed of a relatively short hollow pipe having a central placement hole into which the hollow support bolt 18 can be screwed. A female screw portion 24 that fits the male screw portion 21 of the hollow support bolt 18 is formed on the inner peripheral surface of the lower end portion of the level adjusting nut 19 by a predetermined length from the lower end. In addition, an annular support portion 25 projects from a substantially central portion in the vertical direction of the outer peripheral surface of the level adjusting nut 19.

そして、支持脚9は、レベル調整用ナット19の雌ネジ部24に中空支持ボルト18の雄ネジ部21上端部を螺合することによって構成される。
支持板10は、パーティクルボード、積層合板、木質繊維板等を略方形の平板状に形成したものである。そして、支持板10は、上下方向から見た略中央部にレベル調整用ナット19の上部が嵌合される挿入孔27が設けられている。また、挿入孔27の上端部は、面取りされて上方に向けて拡開された面取り部28が形成されている。
The support leg 9 is configured by screwing the upper end portion of the male screw portion 21 of the hollow support bolt 18 into the female screw portion 24 of the level adjusting nut 19.
The support plate 10 is formed by forming a particle board, a laminated plywood, a wood fiber board or the like into a substantially rectangular flat plate shape. The support plate 10 is provided with an insertion hole 27 into which the upper portion of the level adjusting nut 19 is fitted at a substantially central portion viewed from the vertical direction. Further, the upper end portion of the insertion hole 27 is formed with a chamfered portion 28 that is chamfered and expanded upward.

そして、緩衝材8と支持脚9とは、支持脚9の中空支持ボルト18の下端部を緩衝材8の中央穴部11に嵌挿することで組み合わされる。この場合、中空支持ボルト18の突出部20が緩衝材8の凹部12に係合することで、支持脚9は緩衝材8の中央穴部11の底面13に回動自在に支持された状態で立設される。また、支持脚9と支持板10とは、支持板10の挿入孔27に支持脚9のレベル調整用ナット19の上端部を嵌合し、支持板10の下面をレベル調整用ナット19の支持部25により支持することで組み合わされる。この場合、支持脚9のレベル調整用ナット19の上端部を拡開して支持板10の挿入孔27の面取り部28に部分的に埋没させることで、レベル調整用ナット19の上部に接着剤溜り29が形成される。   The cushioning material 8 and the support leg 9 are combined by fitting the lower end portion of the hollow support bolt 18 of the support leg 9 into the central hole portion 11 of the cushioning material 8. In this case, the protrusion 20 of the hollow support bolt 18 is engaged with the recess 12 of the cushioning material 8 so that the support leg 9 is rotatably supported by the bottom surface 13 of the central hole 11 of the cushioning material 8. Established. Further, the support leg 9 and the support plate 10 are fitted into the insertion hole 27 of the support plate 10 with the upper end of the level adjustment nut 19 of the support leg 9, and the lower surface of the support plate 10 is supported by the level adjustment nut 19. They are combined by being supported by the portion 25. In this case, the upper end portion of the level adjustment nut 19 of the support leg 9 is expanded and partially buried in the chamfered portion 28 of the insertion hole 27 of the support plate 10, so that an adhesive is formed on the upper portion of the level adjustment nut 19. A reservoir 29 is formed.

そして、上記のようにして構成された床支持ユニット3は、中空支持ボルト18の頂端面に形成された係合部22にドライバー等の回転用工具の先端を嵌め込んで回転させることにより、レベル調整用ナット19に支持されている支持板10が上下動し、支持板10により支持される床下地材4の床面レベルを調整可能となっている。
床下地材4としては、パーティクルボード、ハードボード、高密度繊維板、合板等が用いられる。そして、床下地材4は、床支持ユニット3の支持板10の上面に接着剤、釘等により固定され、基礎面2上に所定の高さレベルで支持される。
Then, the floor support unit 3 configured as described above has a level by fitting the tip of a rotary tool such as a screwdriver into the engagement portion 22 formed on the top end surface of the hollow support bolt 18 and rotating it. The support plate 10 supported by the adjustment nut 19 moves up and down, and the floor surface level of the floor base material 4 supported by the support plate 10 can be adjusted.
As the floor base material 4, particle board, hard board, high density fiber board, plywood or the like is used. The floor base material 4 is fixed to the upper surface of the support plate 10 of the floor support unit 3 with an adhesive, a nail or the like, and is supported on the base surface 2 at a predetermined height level.

高密度繊維板5は、パルプ、ケナフ等の木材チップに、強度や耐水性を増すために樹脂、パラフィン等の若干の薬品及び若干の接着剤(バインダー、フェノール樹脂等)を添加し、高温高圧下で成形され、密度が0.8(g/cm)以上に形成される。そして、高密度繊維板5は、床下地材4上に敷設され、釘、ねじ等の止着具Bにより床下地材4に止着される。
ここで、高密度繊維板5の上下各面には、図3に示すように、凹状のスリットSが形成されている。
The high-density fiberboard 5 is made by adding some chemicals such as resin and paraffin and some adhesives (binder, phenol resin, etc.) to wood chips such as pulp and kenaf to increase strength and water resistance. Molded below, the density is formed to 0.8 (g / cm 3 ) or more. The high-density fiberboard 5 is laid on the floor base material 4 and fastened to the floor base material 4 by fastening tools B such as nails and screws.
Here, as shown in FIG. 3, concave slits S are formed on the upper and lower surfaces of the high-density fiberboard 5.

スリットSは、図4に示すように、高密度繊維板5が床下地材4上に敷設される際に止着具Bが打設される打設部Hを含む領域に形成される。ここで、本実施形態では、打設部Hは高密度繊維板5に列状に複数形成され、スリットSは、列状に複数形成された打設部Hの延びる方向に連続して形成されている。また、スリットSは、打設される止着具Bの径の2倍以上の幅に形成されていることが好ましい。なお、スリットSは、上下方向から見た形状が円形又は方形の凹部を、高密度繊維板5の上下各面の各打設部Hごとに分離して設ける構成としても構わないが、高密度繊維板5の加工を容易とするため、高密度繊維板5の上下各面に、複数の打設部Hを含む長手方向に連続する溝状のスリットSを幅方向に複数設ける構成とすることが好ましい。この場合、長手方向に連続する溝状のスリットSの幅方向の寸法は、止着具Bを打設する際の施工性を考慮して、10mm以上に設定することが好ましい。   As shown in FIG. 4, the slit S is formed in a region including a placement portion H where the fastening device B is placed when the high-density fiberboard 5 is laid on the floor base material 4. Here, in the present embodiment, a plurality of placement portions H are formed in a row on the high-density fiberboard 5, and the slits S are continuously formed in the extending direction of the plurality of placement portions H formed in a row. ing. Moreover, it is preferable that the slit S is formed in the width | variety more than twice the diameter of the fastening tool B to be laid. The slit S may have a configuration in which a concave portion having a circular shape or a square shape when viewed from above and below is provided separately for each placement portion H on each of the upper and lower surfaces of the high-density fiberboard 5. In order to facilitate the processing of the fiberboard 5, a plurality of groove-like slits S that are continuous in the longitudinal direction including the plurality of placement portions H are provided on the upper and lower surfaces of the high-density fiberboard 5 in the width direction. Is preferred. In this case, the dimension in the width direction of the groove-like slit S continuous in the longitudinal direction is preferably set to 10 mm or more in consideration of workability when the fastening tool B is driven.

ここで、高密度繊維板5は、木材チップ(間伐材、建築廃木材等)とプラスチックペレット(PP、PE等)とから形成しても構わない。この場合、かかる高密度繊維板5の製造方法は、まず、木材チップとプラスチックペレットとを混合し、かかる混合物を加熱して高粘性状態に溶融する。そして、溶融された混合物を金型から高圧力で押し出し板状体に成形することで高密度繊維板5が形成される。ここで、押出し形成に用いられる金型の形状は、溶融された混合物を押し出す際に、成形される板状体の上下各面に押し出し方向に連続する溝状のスリットが形成されるように構成されている。かかる構成により、上下各面に押し出し方向に連続する溝状のスリットSが形成された高密度繊維板5を容易に形成することが可能となる。ここで、高密度繊維板5における木材チップとプラスチックペレットとの含有率は、木材チップ55〜60%に対してプラスチックペレット45〜40%に設定し、高密度繊維板5の密度は0.8(g/cm)以上に形成される。 Here, the high-density fiberboard 5 may be formed from wood chips (thinned wood, building waste wood, etc.) and plastic pellets (PP, PE, etc.). In this case, in the manufacturing method of the high-density fiberboard 5, first, wood chips and plastic pellets are mixed, and the mixture is heated and melted in a highly viscous state. And the high-density fiber board 5 is formed by shape | molding the fuse | melted mixture from a metal mold | die at high pressure to a plate-shaped object. Here, the shape of the mold used for extrusion formation is configured such that when extruding the molten mixture, groove-like slits continuous in the extrusion direction are formed on the upper and lower surfaces of the plate-like body to be molded. Has been. With this configuration, it is possible to easily form the high-density fiberboard 5 in which the groove-like slits S continuous in the extrusion direction are formed on the upper and lower surfaces. Here, the content rate of the wood chip and the plastic pellet in the high density fiber board 5 is set to 45 to 40% of the plastic pellet with respect to the wood chip of 55 to 60%, and the density of the high density fiber board 5 is 0.8. It is formed above (g / cm 3 ).

なお、高密度繊維板5にスリットSを形成する方法としては、金型により高密度繊維板5の押出し成形時にスリットSを形成する方法であっても、高密度繊維板5の成形後に切削加工によりスリットSを形成する方法であっても、いかなる方法であっても構わない。
床仕上材6としては、フローリング、木質系化粧板、合成樹脂製クッションシート、絨毯、カーペット、畳等を用いることが可能である。
In addition, as a method of forming the slits S in the high-density fiberboard 5, even if the slits S are formed when the high-density fiberboard 5 is extruded by a mold, cutting is performed after the high-density fiberboard 5 is formed. The slit S may be formed by any method.
As the floor finish 6, flooring, a wood-based decorative board, a synthetic resin cushion sheet, a carpet, a carpet, a tatami mat, and the like can be used.

次に二重床1の設置形態例を説明する。
二重床1の設置においては、まず、基礎面2上に、床下地材4の形状に対応した所定のピッチで床支持ユニット3を複数設置する。そして、床下地材4を、各床支持ユニット3の支持板10上に床下地材4の縁部を支持させた状態で設置する。この場合において、床支持ユニット3の支持板10の接着剤溜り29は、床下地材4の縁部から露出した状態で設置する。ここで、先に床下地材4の下面に床支持ユニット3を取り付け、かかる床下地材4を基礎面2上に設置する構成としても構わない。なお、各床支持ユニット3の支持板10と床下地材4との固定は、粘着シート等を介して行われる。
Next, an example of the installation form of the double floor 1 will be described.
In installing the double floor 1, first, a plurality of floor support units 3 are installed on the base surface 2 at a predetermined pitch corresponding to the shape of the floor base material 4. Then, the floor base material 4 is installed on the support plate 10 of each floor support unit 3 with the edge of the floor base material 4 supported. In this case, the adhesive reservoir 29 of the support plate 10 of the floor support unit 3 is installed in a state exposed from the edge of the floor base material 4. Here, the floor support unit 3 may be first attached to the lower surface of the floor base material 4, and the floor base material 4 may be installed on the foundation surface 2. The support plate 10 and the floor base material 4 of each floor support unit 3 are fixed through an adhesive sheet or the like.

そして、床支持ユニット3の支持板10の接着剤溜り29の上方から回転用工具を挿入し、中空支持ボルト18の係合部22に回転用工具の先端を嵌め込んで中空支持ボルト18を回転させ、支持板10により支持される床下地材4の床面レベルを調整する。
さらに、隣合う床下地材4も同様に、既に設置した床支持ユニット3上に、床下地材4のレベル調整ができる所定の間隙を開けて載せ、床支持ユニット3上に固定していく。
Then, a rotation tool is inserted from above the adhesive reservoir 29 of the support plate 10 of the floor support unit 3, and the tip of the rotation tool is fitted into the engagement portion 22 of the hollow support bolt 18 to rotate the hollow support bolt 18. The floor surface level of the floor base material 4 supported by the support plate 10 is adjusted.
Further, the adjacent floor base material 4 is similarly placed on the floor support unit 3 that has already been installed with a predetermined gap that can adjust the level of the floor base material 4 and fixed on the floor support unit 3.

このような作業を床下地材4ごと繰り返し、床下地材4を基礎面2上において一様に敷設し、床面レベルを調整した後、隣接する床下地材4間の間隙部に露出する床支持ユニット3の接着剤溜り29に接着剤を注入する。ここで、支持脚9の中空支持ボルト18の中央打設孔と緩衝材8の中央穴部11とは連通している。よって、床下地材4の敷設及び床面レベルの調整を行った後、レベル調整用ナット19の上部に形成された接着剤溜り29から接着剤を注入すると、接着剤はレベル調整用ナット19と中空支持ボルト18との間の螺合部に拡散・浸透してこれらの間を接着・固定する。また、接着剤溜り29から注入された接着剤は、床下地材4と支持板10との間の隙間にも拡散・浸透してこれらの間を接着・固定するとともに、中空支持ボルト18の下端と緩衝材8との間も接着・固定する。さらに、接着剤溜り29から注入された接着剤は、緩衝材8と基礎面2との間も接着・固定する。   Such an operation is repeated with the floor base material 4, the floor base material 4 is uniformly laid on the foundation surface 2, the floor level is adjusted, and then the floor exposed in the gap between the adjacent floor base materials 4. An adhesive is injected into the adhesive reservoir 29 of the support unit 3. Here, the center placement hole of the hollow support bolt 18 of the support leg 9 and the center hole 11 of the cushioning material 8 communicate with each other. Therefore, after laying the floor base material 4 and adjusting the floor surface level, when an adhesive is injected from the adhesive reservoir 29 formed on the upper part of the level adjusting nut 19, the adhesive is separated from the level adjusting nut 19. It diffuses and penetrates into the threaded portion between the hollow support bolts 18 to bond and fix them. In addition, the adhesive injected from the adhesive reservoir 29 diffuses and penetrates into the gap between the floor base material 4 and the support plate 10 to bond and fix between them, and the lower end of the hollow support bolt 18. And the cushioning material 8 are also bonded and fixed. Further, the adhesive injected from the adhesive reservoir 29 also bonds and fixes the cushioning material 8 and the base surface 2.

そして、基礎面2上への床下地材4の敷設を完了後、床下地材4上に高密度繊維板5を一様に敷設する。
床下地材4上への高密度繊維板5の敷設は、床下地材4上に高密度繊維板5を載置し、釘、ねじ等の止着具Bにより床下座材4に止着する。
ここで、高密度繊維板5に止着具Bが打設されると、図4に示すように、高密度繊維板5の止着具Bの打設部Hでは、止着具Bが打設されることで材料の逃げが生じる。そして、高密度繊維板5は、密度0.8(g/cm)以上の高い密度で形成されており圧縮され難いため、打設部Hで生じた材料の逃げは、打設部Hの周囲で吸収されず、高密度繊維板5の上下方向各面の打設部H周辺から突出し、凸部Cを形成することとなる。
Then, after the laying of the floor base material 4 on the foundation surface 2 is completed, the high-density fiberboard 5 is laid uniformly on the floor base material 4.
For laying the high density fiberboard 5 on the floor base material 4, the high density fiber board 5 is placed on the floor base material 4, and is fastened to the underfloor seating material 4 by fastening tools B such as nails and screws. .
Here, when the fastening tool B is placed on the high-density fiber board 5, the fastening tool B is placed on the placement part H of the fastening tool B of the high-density fiber board 5 as shown in FIG. The material escapes when installed. And since the high-density fiberboard 5 is formed with a high density of 0.8 (g / cm 3 ) or higher and is difficult to be compressed, the escape of the material generated in the placement portion H is caused by the placement portion H. It is not absorbed around, but protrudes from the periphery of the placement portion H on each surface in the vertical direction of the high-density fiberboard 5 to form a convex portion C.

しかしながら、高密度繊維板5の上下各面には、止着具Bが打設される打設部Hを含む領域にスリットSが形成されている構成により、凸部Cが高密度繊維板5の上下各面から外方へ突出することを回避することが可能なる。
そして、床下地材4上への高密度繊維板5の敷設を完了後、高密度繊維板5上に床仕上材6を一様に敷設して、二重床1の設置を完了する。
上記構成を備える、二重床1によれば、床下地パネル4と床仕上材6との間に高密度繊維板5を介することで、床下地パネル4の振動を抑制することができ、遮音性能を向上することが可能となる。
However, since the slits S are formed on the upper and lower surfaces of the high-density fiber board 5 in the region including the placement part H where the fastening device B is placed, the convex part C has the high-density fiber board 5. It is possible to avoid projecting outward from the upper and lower surfaces.
Then, after the laying of the high-density fiber board 5 on the floor base material 4 is completed, the floor finishing material 6 is uniformly laid on the high-density fiber board 5 to complete the installation of the double floor 1.
According to the double floor 1 having the above-described configuration, the vibration of the floor foundation panel 4 can be suppressed by interposing the high-density fiberboard 5 between the floor foundation panel 4 and the floor finishing material 6. The performance can be improved.

また、二重床1によれば、床下地材4と床仕上材6との間に敷設される高密度繊維板5にスリットSを形成することにより、高密度繊維板5への止着具Bの打設時に打設部H周辺に形成される突出部Cが高密度繊維板5の上下各面から外方に突出することに起因する施工不良を回避することが可能となる。
以上、本発明の実施形態について説明したが、本発明の実施形態においては、種々の変更を行うことが可能である。
例えば、高密度繊維板5の上下各面に形成されるスリットSの形状及び寸法については適宜設定可能である。
Further, according to the double floor 1, the slits S are formed in the high density fiber board 5 laid between the floor base material 4 and the floor finishing material 6, so that the fastener to the high density fiber board 5 is provided. It becomes possible to avoid a construction failure caused by the protruding portions C formed around the placing portion H at the time of placing B projecting outward from the upper and lower surfaces of the high-density fiberboard 5.
Although the embodiments of the present invention have been described above, various modifications can be made in the embodiments of the present invention.
For example, the shape and dimensions of the slits S formed on the upper and lower surfaces of the high-density fiberboard 5 can be set as appropriate.

次に、二重床1についての床衝撃音レベルの試験例を示して本発明の効果について具体的に説明する。
図5は床衝撃音レベルの試験を行う実験室の概略構成図である。図6は床衝撃音レベルの試験の試験結果を示す図である。
なお、以下の試験例において、床衝撃音レベルの測定方法及び評価は、JISA1418:2000(建築物の床衝撃音遮断性能の測定方法)の規定に準じて行った。
測定方法:
実験室として、図5に示すように、厚さ150mmのコンクリートスラブ(RC床版)よりなる基礎床30により階上の音源室31と階下の受音室32に区画された実験棟33を用いた。音源室31では、基礎床30上に試験体となる二重床34を構築し、基礎床30と二重床34とから測定対象床35を構成した。
Next, a test example of the floor impact sound level for the double floor 1 will be shown to specifically explain the effect of the present invention.
FIG. 5 is a schematic configuration diagram of a laboratory for testing a floor impact sound level. FIG. 6 is a diagram showing test results of the floor impact sound level test.
In the following test examples, the measurement method and evaluation of the floor impact sound level were performed in accordance with the provisions of JIS A1418: 2000 (measurement method for floor impact sound insulation performance of buildings).
Measuring method:
As an experimental room, as shown in FIG. 5, an experimental building 33 is divided into an upper sound source room 31 and a lower sound receiving room 32 by a foundation floor 30 made of a concrete slab (RC floor slab) having a thickness of 150 mm. It was. In the sound source room 31, a double floor 34 serving as a test body is constructed on the foundation floor 30, and a measurement target floor 35 is configured from the foundation floor 30 and the double floor 34.

床衝撃音発生器36としては、軽量床衝撃音発生器(タッピングマシン)及び重量床衝撃音発生器(バングマシン)の2種類を用い、3箇所打撃し、発生した床衝撃音は階下の受音室32内に設置されたマイクロホン37で収音し、受音装置38の精密騒音計39で受音し、それをオクターブ分析器40により、1/1オクターブバンドの各周波数帯域ごとに、その音圧レベルを記録した。その周波数帯域は、63Hz、125Hz、250Hz、500Hz、1,000Hz(1kHz)、2,000Hz(2kHz)、4,000Hz(4kHz)であり、数字が大きくなるほど高い音であることを表す。
なお、受音室マイクロホンの高さは1200mmとした。
Two types of floor impact sound generators 36 are used: a lightweight floor impact sound generator (tapping machine) and a heavy floor impact sound generator (bang machine). Sound is picked up by a microphone 37 installed in the sound chamber 32, picked up by a precision sound level meter 39 of a sound receiving device 38, and is received by an octave analyzer 40 for each frequency band of 1/1 octave band. Sound pressure level was recorded. The frequency bands are 63 Hz, 125 Hz, 250 Hz, 500 Hz, 1,000 Hz (1 kHz), 2,000 Hz (2 kHz), and 4,000 Hz (4 kHz), and the higher the number, the higher the sound.
The height of the sound receiving chamber microphone was 1200 mm.

試験体:
試験体Aは比較例に係る二重床構造であり、床支持ユニットとしてYP−110型支持脚(支持脚間隔458mm×615mm)、床下地材としてパーティクルボード(1820mm×600mm×20mm)、床仕上材としてカラーフロアー(1818mm×303mm×12mm)を適用し、床下地材と床仕上材との間に、木材チップとプラスチックペレットとからなる高密度繊維板(1820mm×910mm×9mm)を敷設したものである。
試験体Bは本発明例に係る二重床構造であり、試験体Aの高密度繊維板の上下各面にスリットSを形成したものである。
Specimen:
Specimen A has a double floor structure according to a comparative example. YP-110 type support legs (support leg spacing: 458 mm × 615 mm) as a floor support unit, particle board (1820 mm × 600 mm × 20 mm) as a floor base material, floor finish A color floor (1818 mm x 303 mm x 12 mm) is applied as a material, and a high-density fiberboard (1820 mm x 910 mm x 9 mm) made of wood chips and plastic pellets is laid between the floor base material and the floor finishing material It is.
The test body B has a double floor structure according to the present invention example, and slits S are formed on the upper and lower surfaces of the high-density fiberboard of the test body A.

試験結果:
図6に示される結果から明らかなように、高密度繊維板の上下各面にスリットSを形成した本発明例に係る二重床は、高密度繊維板にスリットSを形成していない比較例に係る二重床と比較して、ほぼ同等の床衝撃音遮断性能を維持している。
したがって、本発明に係る二重床によれば、優れた床衝撃音遮断性能を発揮しつつ、高密度繊維板への止着具の打設時に打設部周辺に形成される突出部が高密度繊維板の上下各面から外方に突出することに起因する施工不良を回避することが可能となる。
Test results:
As is clear from the results shown in FIG. 6, the double floor according to the example of the present invention in which the slits S are formed on the upper and lower surfaces of the high-density fiberboard is a comparative example in which the slits S are not formed in the high-density fiberboard. Compared with the double floor according to No. 4, the floor impact sound insulation performance is almost equivalent.
Therefore, according to the double floor according to the present invention, the projecting portion formed around the placement portion is high when the fastening device is placed on the high-density fiberboard while exhibiting excellent floor impact sound blocking performance. It becomes possible to avoid the construction failure resulting from projecting outward from the upper and lower surfaces of the density fiberboard.

本発明の実施形態に係る二重床の斜視図である。It is a perspective view of the double floor which concerns on embodiment of this invention. 床支持ユニットの側面断面図である。It is side surface sectional drawing of a floor support unit. 本発明の実施形態に係る高密度繊維板の斜視図である。It is a perspective view of the high-density fiber board concerning the embodiment of the present invention. 高密度繊維板を床下地材と床仕上材との間に敷設した状態を示す側面断面図である。It is side surface sectional drawing which shows the state which laid between the floor base material and the floor finishing material. 床衝撃音レベルの試験を行う実験室の概略構成図である。It is a schematic block diagram of the laboratory which tests a floor impact sound level. 床衝撃音レベルの試験の試験結果を示す図である。It is a figure which shows the test result of the test of a floor impact sound level. 特許文献1に係る二重床の斜視図である。It is a perspective view of the double floor concerning patent documents 1. 特許文献1に係る高密度繊維板を床下地材と床仕上材との間に敷設した状態を示す側面断面図である。It is side surface sectional drawing which shows the state which laid between the floor base material and the floor finishing material the high density fiber board which concerns on patent document 1. FIG.

符号の説明Explanation of symbols

1 二重床
2 基礎面
3 床支持ユニット
4 床下地材
5 高密度繊維板
6 床仕上材
8 緩衝材
9 支持脚
10 支持板
11 中央穴部
12 凹部
13 底面
14 溝部
15 突起
18 中空支持ボルト
19 レベル調整用ナット
20 突出部
21 雄ネジ部
22 係合部
24 雌ネジ部
25 支持部
27 挿入孔
28 面取り部
29 接着剤溜り
S スリット
B 止着具
H 打設部
C 凸部
30 基礎床
31 音源室
32 受音室
33 実験棟
34 二重床
35 測定対象床
36 床衝撃音発生器
37 マイクロホン
38 受音装置
39 精密騒音計
40 オクターブ分析器
50 遮音性床構造
51 基礎面
52 弾性台座
53 支持脚群
54 床下地パネル
55 床仕上材
56 高密度繊維板
A 隙間
DESCRIPTION OF SYMBOLS 1 Double floor 2 Base surface 3 Floor support unit 4 Floor base material 5 High density fiber board 6 Floor finishing material 8 Buffer material 9 Support leg 10 Support plate 11 Center hole part 12 Recessed part 13 Bottom face 14 Groove part 15 Protrusion 18 Hollow support bolt 19 Level adjustment nut 20 Protruding part 21 Male thread part 22 Engaging part 24 Female thread part 25 Support part 27 Insertion hole 28 Chamfering part 29 Adhesive reservoir S Slit B Fastening tool H Placing part C Convex part 30 Foundation floor 31 Sound source Chamber 32 Sound receiving chamber 33 Laboratory building 34 Double floor 35 Floor to be measured 36 Floor impact sound generator 37 Microphone 38 Sound receiving device 39 Precision sound level meter 40 Octave analyzer 50 Sound insulation floor structure 51 Base surface 52 Elastic base 53 Support leg Group 54 Floor base panel 55 Floor finishing material 56 High-density fiberboard A Clearance

Claims (4)

止着具により床材として止着される密度0.8(g/cm)以上の高密度繊維板であって、
前記高密度繊維板の上下各面には、前記止着具が打設される打設部を含む領域にスリットが形成されていることを特徴とする高密度繊維板。
A high-density fiberboard having a density of 0.8 (g / cm 3 ) or more that is fastened as a flooring by a fastening tool,
A slit is formed in each of the upper and lower surfaces of the high-density fiberboard in a region including a placement portion where the fastener is placed.
前記打設部は、列状に複数形成され、
前記スリットは、列状に複数形成された前記打設部の延びる方向に連続して形成されていることを特徴とする請求項1記載の高密度繊維板。
A plurality of the placement portions are formed in a row,
The high-density fiberboard according to claim 1, wherein the slits are continuously formed in a direction in which the plurality of the placement portions formed in a row are extended.
前記スリットは、打設される前記止着具の径の2倍以上の幅に形成されていることを特徴とする請求項1又は2記載の高密度繊維板。   The high-density fiberboard according to claim 1 or 2, wherein the slit is formed to have a width that is twice or more the diameter of the fastening device to be placed. 基礎面上に敷設される床下地材と、前記床下地材上に敷設される床仕上材とを備えてなる床構造であって、A floor structure comprising a floor base material laid on a foundation surface and a floor finishing material laid on the floor base material,
前記床下地材と前記床仕上材との間に請求項1乃至3のうちいずれか1項記載の高密度繊維板を敷設してなることを特徴とする床構造。The floor structure characterized by laying the high-density fiber board of any one of Claims 1 thru | or 3 between the said floor base material and the said floor finishing material.
JP2006208577A 2006-07-31 2006-07-31 High density fiberboard and floor structure Active JP4825613B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4540803A (en) * 1983-11-28 1985-09-10 Dow Corning Corporation Hydrosilazane polymers from [R3 Si]2 NH and HSiCl3
JPS62136541A (en) * 1985-12-06 1987-06-19 Kubota Ltd Alloy for electrically conductive roll for electroplating
FR2622198B1 (en) * 1987-10-21 1992-04-30 Mero Rousselot Satia GRANULATED COMPOSITIONS OF INSTANTANEOUS AQUEOUSLY DISSOLVED POLYSACCHARIDES, PROCESS FOR THEIR PREPARATION AND USE
JP3588097B2 (en) * 2003-02-06 2004-11-10 有限会社泰成電機工業 Sound insulation floor structure

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