JP7426354B2 - Floor material support and floating floor structure using it - Google Patents
Floor material support and floating floor structure using it Download PDFInfo
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- JP7426354B2 JP7426354B2 JP2021120414A JP2021120414A JP7426354B2 JP 7426354 B2 JP7426354 B2 JP 7426354B2 JP 2021120414 A JP2021120414 A JP 2021120414A JP 2021120414 A JP2021120414 A JP 2021120414A JP 7426354 B2 JP7426354 B2 JP 7426354B2
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Description
特許法第30条第2項適用 株式会社トムスの代表取締役の北崎勤は、令和2年6月3日に、株式会社トムスの従業員田口義仁に、北崎勤が発明した「床材支持具およびそれを用いた浮床構造」に係る商品について、株式会社土新建材の本社ビル2階の事務所にて、メールにより、株式会社石本建築事務所に提案させた。また、令和2年7月28日に、同商品について、株式会社土新建材の本社ビル2階の事務所にて、東洋工芸株式会社に対して、商品の内容を説明した。また、令和2年12月23日に、株式会社大恭の事務所にて、株式会社大恭の専務取締役の嶋本英介、名古屋モザイク工業株式会社大阪支店の前田拓哉に対して、同商品(主として、床材支持具の水平片部に勾配が形成されている点)の概要について説明した。Application of Article 30, Paragraph 2 of the Patent Act On June 3, 2020, Tsutomu Kitazaki, the representative director of TMS Co., Ltd., sent a message to Yoshihito Taguchi, an employee of TMS Co., Ltd., about the “flooring support device” invented by Tsutomu Kitazaki. At the office on the second floor of the head office building of Doshin Kenzai Co., Ltd., we sent an email to Ishimoto Architects Co., Ltd. to propose a product related to ``and a floating floor structure using the same.'' Furthermore, on July 28, 2020, we explained the contents of the product to Toyo Kogei Co., Ltd. at the office on the second floor of Doshin Kenzai Co., Ltd.'s head office building. In addition, on December 23, 2020, at the office of Daikyo Co., Ltd., the same product ( Mainly, the outline of the point that a slope is formed on the horizontal piece of the flooring support has been explained.
本発明は、床材支持具およびそれを用いた浮床構造に関し、特にたとえば、タイル、天然石等の石材、コンクリートパネルおよびアクリル等の合成樹脂パネル等の床材に用いられて好適な床材支持具およびそれを用いた浮床構造に関する。 The present invention relates to a flooring support and a floating floor structure using the same, and particularly to a flooring support suitable for use in flooring materials such as tiles, stones such as natural stone, concrete panels, and synthetic resin panels such as acrylic. and related to floating floor structures using the same.
本発明の背景となる従来技術の一例には、たとえば建築物の屋上のスラブ面に配置した床束等の支持脚部材の上に根太を設置し、根太に対して直交する方向に複数の床材を、それぞれ間隔を隔てて配列したものが、一般的に知られている。床材の重量が比較的大きい場合には、複数の床材は、根太の上に単に載置されて配置されるが、床材の重量が比較的軽量の場合には、複数の床材は、根太材の上にたとえば接着剤で固着されて配置されるものが知られている。
一方で、近年の建築物の高層化が進む中で、所謂、ビル風が発生し、このビル風は建築物に悪影響をもたらすものとなっている。それに加えて、近年では、建築地球温暖化等の影響による異常気象がもたらすスーパー台風などにより、このビル風の建築物への影響が計り知れないものとなっている。建築物に上記した浮床を施工した場合、ビル風や台風の暴風により、「風による吹き上げ」が発生し、浮床の床材が飛散して建築物から落下する虞が高まっている。すなわち、建築物屋上からの落下物が重大な社会問題となる事が予想される。
この場合、1枚1枚の床材の重量を大きくして「風による吹き上げ」に対しての強度を高め、床材の飛散を防止することが提案されている(例えば、特許文献1を参照。)。
An example of the prior art that forms the background of the present invention includes a method in which a joist is installed on a support leg member such as a floor bundle placed on a slab surface on the roof of a building, and a plurality of floor joists are installed in a direction perpendicular to the joist. It is generally known that materials are arranged at intervals. When the weight of the flooring material is relatively large, the multiple flooring materials are simply placed on top of the joists, but when the weight of the flooring material is relatively light, the multiple flooring materials are placed on top of the joists. It is known to be placed on top of a joist by being fixed with adhesive, for example.
On the other hand, as buildings become taller in recent years, so-called building winds are occurring, and these building winds have a negative impact on buildings. In addition, in recent years, super typhoons brought about by abnormal weather caused by the effects of global warming and other factors have had an immeasurable impact on buildings. When the above-mentioned floating floor is constructed on a building, there is an increased risk that "wind blow-up" will occur due to building winds or strong winds from a typhoon, and the flooring material of the floating floor will be scattered and fall from the building. In other words, it is expected that objects falling from building rooftops will become a serious social problem.
In this case, it has been proposed to increase the weight of each flooring material to increase its strength against "wind blowing up" and prevent the flooring materials from scattering (for example, see Patent Document 1). ).
しかしながら、1枚1枚の床材の重量を大きくすると、屋上のスラブ面全体に掛かる重量負荷が大きくなるため、建築物の梁や柱等躯体自体の強度を高めるために、建築コストが高く付く。
他方で、従来の浮床において、各床材が根太の上に接着剤で強固に固着されている場合、老朽化した浮床の床材を改装するときには、古い床材を撤去した後、新しい床材を敷設する必要があるが、床材が根太に強固に固着されているから例えば部分的に床材が破損したとき等、当該は破損部分だけを取り替えて改装することが困難となり、場合によっては古い床材全体を廃棄して床材全体を改装しなければならず、廃棄された床材は産業廃棄物となって環境に多大な負荷を与えるという問題があった。
近年、建築廃材をなるべく少なくすることが環境保全、省資源の点から一段と重要になってきている。
すなわち、各床材が根太の上に接着剤で強固に固着されている場合、床材を部分的に取り替えることが困難であり、且つ、環境に対する負荷も軽減することが困難であった。
However, increasing the weight of each flooring material increases the weight load applied to the entire roof slab surface, which increases the construction cost because it is necessary to increase the strength of the building frame itself, such as beams and columns. .
On the other hand, in conventional floating floors, where each flooring material is firmly fixed on the joists with adhesive, when renovating an aging floating flooring material, the old flooring material is removed and then the new flooring material is installed. However, since the flooring is firmly fixed to the joists, for example, if the flooring is partially damaged, it will be difficult to replace only the damaged part and renovate. There was a problem in that the entire old flooring material had to be discarded and the entire flooring material had to be renovated, and the discarded flooring material became industrial waste and placed a large burden on the environment.
In recent years, reducing construction waste as much as possible has become even more important from the standpoint of environmental conservation and resource conservation.
That is, when each flooring material is firmly fixed to the joists with an adhesive, it is difficult to partially replace the flooring material, and it is also difficult to reduce the load on the environment.
それゆえに、本発明の主たる目的は、床材との接続強度を強固にして、風で床材全体が捲れ上がる床材の吹き上がり現象を防止し、且つ、床材を取り替えることができ、環境保全、省資源の観点から環境負荷を軽減することもできる、床材支持具およびそれを用いた浮床構造を提供することである。 Therefore, the main purpose of the present invention is to strengthen the connection strength with the flooring material, to prevent the phenomenon of the flooring material being blown up by the wind, and to make it possible to replace the flooring material and to be environmentally friendly. It is an object of the present invention to provide a floor material support and a floating floor structure using the same, which can also reduce environmental loads from the viewpoint of conservation and resource saving.
請求項1に係る本発明は、屋外に設けられたコンクリートスラブの上側に複数本の根太を、間隔を隔てて略平行に配設し、複数本の根太の上面に平面視方形または矩形状の複数枚の床材を互いに間隔を隔てて配置した浮床構造の床材を位置決めして、根太と床材を接続するように支持する床材支持具であって、床材支持具は、根太の幅方向に沿って延びる長手方向を有し、その一方主面が根太の上面側と対向して配置され、その他方主面が床材の下面側と対向して配置される水平片部と、水平片部の長手方向の一端部または中間部から垂直に立設され、根太の上面に隣接して配置される2枚の床材の間において上方に向けて延び設けられ、2枚の床材の間に排水部となる隙間を形成することが可能な垂直片部と、水平片部の他方主面に形成され、水平片部の他方主面と床材の下面を接着可能とする接着剤層と、垂直片部の高さ方向に貫通され、且つ、垂直片部の上面から水平片部の下面に向けて貫通され、その内周面にネジ面を有する貫通孔と、貫通孔のネジ面に螺合され、床材と根太を取り外し自在に連結する連結手段とを含み、床材支持具の水平片部は、その長手方向の一端側から他端側にかけて勾配が形成されることを特徴とする、床材支持具である。
請求項2に係る本発明は、請求項1に係る発明に従属する発明であって、床材支持具は、根太の上面において、根太の幅方向に間隔を隔てて平行に配置された2つの床材間で、且つ、根太の長手方向に延び設けられる隙間に間隔を隔てて少なくとも2ケ所に取付けられ、水平片部が床材の下面と当接され、且つ、垂直片部が床材の側面と当接されるように配置される、床材支持具である。
請求項3に係る本発明は、請求項1または請求項2に係る発明に従属する発明であって、床材支持具の水平片部は、その上面に複数の凹凸部で形成され、床材の下面に食い込む食い込み部をさらに含み、接着剤層は食い込み部の上面に形成される、床材支持具である。
請求項4に係る本発明は、請求項1~請求項3のいずれか1項に係る発明に従属する発明であって、床材支持具の水平片部の下面と根太の上面の間には、緩衝部材が配設される、床材支持具である。
請求項5に係る本発明は、請求項4に係る発明に従属する発明であって、緩衝部材は、水平片部の貫通孔およびその周辺部を囲繞する部位と対向する部分に切欠部を有する、床材支持具である。
請求項6に係る本発明は、屋外に設けられたコンクリートスラブの上側に間隔を隔てて略平行に配設される複数本の根太と、複数本の根太の上面に互いに間隔を隔てて配設される複数枚の床材と、複数枚の床材を複数本の根太の上面で位置決めして、複数本の根太と複数枚の床材を接続する床材支持具とを含み、床材支持具は、根太の幅方向に沿って延びる長手方向を有し、その一方主面が根太の上面側と対向して配置され、その他方主面が床材の下面側と対向して配置される水平片部と、水平片部の他方主面に形成され、水平片部の他方主面と床材の下面を接着可能とする接着剤層と、水平片部の長手方向の一端部または中間部から垂直に立設され、根太の上面に隣接して配置される2枚の床材の間において上方に向けて延び設けられ、2枚の床材の間に排水部となる隙間を形成することが可能な垂直片部と、垂直片部の高さ方向に貫通され、且つ、垂直片部の上面から水平片部の下面に向けて貫通され、その内周面にネジ面を有する貫通孔と、貫通孔のネジ面に螺合され、床材と根太を取り外し自在に連結する連結手段とを含み、
前記床材支持具の前記水平片部は、その長手方向の一端側から他端側にかけて勾配が形成されていることを特徴とする、浮床構造である。
請求項7に係る本発明は、請求項6に係る発明に従属する発明であって、床材支持具は、根太の上面において、根太の幅方向に間隔を隔てて平行に配置された2つの床材間で、且つ、根太の長手方向に延び設けられる隙間に間隔を隔てて少なくとも2ケ所に取付けられ、水平片部が床材の下面と当接され、且つ、垂直片部が床材の側面と当接されるように配置され、水平片部の他方主面に形成された接着剤層が床材の下面に接着されるように取付けられる、浮床構造である。
請求項8に係る本発明は、請求項6または請求項7に係る発明に従属する発明であって、屋外に設けられたコンクリートスラブの上面に立設され、複数本の根太をコンクリートスラブの上面から高さ方向に間隔を隔てて支持する支持手段をさらに含む、浮床構造である。
The present invention according to claim 1 is characterized in that a plurality of joists are arranged substantially parallel to each other at intervals on the upper side of a concrete slab installed outdoors, and a square or rectangular shape in plan view is provided on the upper surface of the plurality of joists. A floor material support that positions and supports a floating floor structure in which multiple pieces of floor material are arranged at intervals and connects the joists to the floor material. a horizontal piece having a longitudinal direction extending along the width direction, one main surface of which is arranged to face the upper surface of the joists, and the other main surface of which is arranged to face the lower surface of the flooring; The horizontal piece is vertically erected from one end or the middle part in the longitudinal direction, and extends upward between two flooring materials placed adjacent to the top surface of the joists, and is provided so as to extend upward between the two flooring materials. An adhesive that is formed on the other main surface of the vertical piece that can form a gap that serves as a drainage section between them, and the horizontal piece that can bond the other main surface of the horizontal piece and the lower surface of the flooring material. a through hole that is passed through the layer in the height direction of the vertical piece and from the top surface of the vertical piece to the bottom surface of the horizontal piece and has a threaded surface on its inner peripheral surface; and a screw of the through hole. The horizontal piece of the flooring support includes a connecting means that is screwed onto the surface and removably connects the flooring and the joists, and the horizontal piece of the flooring support has a slope from one end to the other end in the longitudinal direction. This is a flooring support with special features.
The present invention according to claim 2 is an invention dependent on the invention according to claim 1, in which the flooring support includes two pieces arranged in parallel at intervals in the width direction of the joists on the upper surface of the joists. It is installed in at least two places between the flooring materials and spaced apart from each other in the gap extending in the longitudinal direction of the joists, and the horizontal piece is in contact with the lower surface of the flooring material, and the vertical piece is in contact with the bottom surface of the flooring material. This is a flooring support that is placed so as to be in contact with the side surface.
The present invention according to claim 3 is an invention dependent on the invention according to claim 1 or claim 2, wherein the horizontal piece of the flooring support is formed with a plurality of uneven parts on its upper surface, and the flooring material The flooring support further includes a cut-in part that cuts into the lower surface of the flooring support, and the adhesive layer is formed on the upper surface of the cut-in part.
The present invention according to claim 4 is an invention dependent on the invention according to any one of claims 1 to 3, wherein between the lower surface of the horizontal piece of the flooring support and the upper surface of the joist. , a flooring support on which a buffer member is disposed.
The present invention according to claim 5 is an invention dependent on the invention according to claim 4, wherein the buffer member has a notch in a portion facing the through hole of the horizontal piece and a portion surrounding the peripheral portion thereof. , a flooring support.
The present invention according to claim 6 provides a plurality of joists arranged substantially parallel to each other at intervals on the upper side of a concrete slab provided outdoors, and a plurality of joists arranged at intervals on the upper surface of the plurality of joists. A flooring support device that positions the plurality of flooring materials on the upper surface of the plurality of joists and connects the plurality of joists and the plurality of flooring materials. The fixture has a longitudinal direction extending along the width direction of the joist, and has one main surface facing the top surface of the joist and the other main surface facing the bottom surface of the flooring material. a horizontal piece, an adhesive layer formed on the other main surface of the horizontal piece and capable of bonding the other main surface of the horizontal piece to the lower surface of the flooring material, and one longitudinal end or middle part of the horizontal piece; A flooring system that is vertically erected from a joist and extends upward between two flooring materials placed adjacent to the top surface of the joists, to form a gap between the two flooring materials that serves as a drainage section. and a through hole that is penetrated in the height direction of the vertical piece and from the top surface of the vertical piece to the bottom surface of the horizontal piece, and that has a threaded surface on its inner peripheral surface. , a connecting means screwed into the threaded surface of the through hole to removably connect the flooring material and the joists;
The horizontal piece portion of the floor material support has a floating floor structure, in which a slope is formed from one end side to the other end side in the longitudinal direction .
The present invention according to claim 7 is an invention dependent on the invention according to claim 6 , in which the flooring support includes two pieces arranged in parallel at an interval in the width direction of the joist on the upper surface of the joist. It is installed in at least two places between the flooring materials and spaced apart from each other in the gap extending in the longitudinal direction of the joists, and the horizontal piece is in contact with the lower surface of the flooring material, and the vertical piece is in contact with the bottom surface of the flooring material. This is a floating floor structure in which the adhesive layer formed on the other main surface of the horizontal piece is bonded to the lower surface of the flooring material.
The present invention according to claim 8 is an invention dependent on the invention according to claim 6 or claim 7 , which is an invention that is erected on the upper surface of a concrete slab provided outdoors, and a plurality of joists are connected to the upper surface of the concrete slab. The floating floor structure further includes support means spaced apart in a height direction from the floating floor structure.
本発明によれば、床材との接続強度を強固にして、風で床材全体が捲れ上がる床材の吹き上がり現象を防止し、且つ、所望する任意の床材を適宜取り替えることができ、環境保全、省資源の観点から環境負荷も軽減することができる、床材支持具およびそれを用いた浮床構造が得られる。 According to the present invention, it is possible to strengthen the connection strength with the flooring material, prevent the phenomenon of the entire flooring material being blown up by the wind, and replace any desired flooring material as appropriate. A floor material support and a floating floor structure using the same can be obtained, which can also reduce environmental loads from the viewpoint of environmental conservation and resource saving.
本発明の上述の目的、その他の目的、特徴および利点は、図面を参照して行う以下の発明を実施するための形態の説明から一層明らかとなろう。 The above-mentioned objects, other objects, features, and advantages of the present invention will become more apparent from the following description of the mode for carrying out the invention, which is given with reference to the drawings.
図1は、本発明に係る一実施例を示す平面図であり、図2は、図1の線A-Aにおける拡大端面図解図であり、図3は、図1の線B-Bにおける拡大端面図解図である。また、図4は、図1に示す実施例に用いられる床材支持具を示す図であって、図4(A)は、その平面図であり、図4(B)は図4(A)の正面図である。
本実施例に係る浮床構造100は、屋外に設けられたコンクリートスラブ50の上側に間隔を隔てて略平行に配設される複数本の根太30を含む。複数本の根太30の上面には、互いに間隔を隔てて、各根太30に対して、平面視略直交する方向に複数枚の床材32が配設される。この場合、根太30の長手方向に対して、床材32の幅方向または長手方向が平面で見て直交する方向となるように、根太30の上面に床材32が配置される。複数枚の床材32は、それぞれ、複数の床材支持具10によって、各根太30の上面で所定の位置に位置決めされ、さらに、各根太30と床材32とが接続されている。この浮床構造100では、たとえば図1および図2に示すように、床材支持具10によって、各根太30の上面において、間隔を隔てて平面視平行に対向する床材32の2辺間には、根太30の長手方向に沿って細長い隙間34(G)が配設されるものとなっている。
なお、床材32としては、特に、たとえばタイルバネル、大理石,御影石等の天然石などからなる石材パネル、コンクリートパネル、アクリル樹脂等の合成樹脂パネルなどが用いられ得る。
1 is a plan view showing one embodiment of the present invention, FIG. 2 is an enlarged end view taken along line AA in FIG. 1, and FIG. 3 is an enlarged end view taken along line BB in FIG. It is an illustrative end view. Moreover, FIG. 4 is a diagram showing a flooring support used in the embodiment shown in FIG. 1, and FIG. 4(A) is a plan view thereof, and FIG. FIG.
The floating floor structure 100 according to this embodiment includes a plurality of joists 30 arranged substantially parallel to each other at intervals above a concrete slab 50 provided outdoors. A plurality of flooring materials 32 are arranged on the upper surfaces of the plurality of joists 30 at intervals and in a direction substantially orthogonal to each joist 30 in a plan view. In this case, the flooring material 32 is arranged on the upper surface of the joist 30 so that the width direction or the longitudinal direction of the flooring material 32 is perpendicular to the longitudinal direction of the joist 30 when viewed in a plane. The plurality of flooring materials 32 are each positioned at a predetermined position on the upper surface of each joist 30 by the plurality of flooring material supports 10, and each joist 30 and the flooring material 32 are connected. In this floating floor structure 100, as shown in FIGS. 1 and 2, for example, the flooring supports 10 are used to provide space between two sides of the flooring 32 that are spaced apart and parallel to each other in plan view on the upper surface of each joist 30. , an elongated gap 34 (G) is provided along the longitudinal direction of the joist 30.
Note that, as the floor material 32, in particular, for example, tile panels, stone panels made of natural stones such as marble and granite, concrete panels, synthetic resin panels such as acrylic resin, etc. can be used.
そこで、この床材支持具10について、特に、たとえば図4を参照しながら、以下、詳細に説明する。
床材支持具10は、図4(A),(B)に示すように、アルミ等の金属材料で形成され、水平片部12および垂直片部14で全体形状がたとえば断面視L字状に形成されている。水平片部12は、図1に示すように、根太30の幅方向に沿って延びる長手方向を有し、図4(A),(B)に示すように、長さL1、幅L2、厚さ(高さ)h1を有する。この水平片部12は、図2に示すように、その一方主面(下面)が根太30の上面側と対向して配置され、その他方主面(上面)が床材32の下面側と対向して配置されている。
Therefore, this floor material support 10 will be described in detail below, with particular reference to FIG. 4, for example.
As shown in FIGS. 4A and 4B, the flooring support 10 is made of a metal material such as aluminum, and has a horizontal piece 12 and a vertical piece 14 in an L-shape in cross section. It is formed. As shown in FIG. 1, the horizontal piece 12 has a longitudinal direction extending along the width direction of the joist 30, and has a length L1, a width L2, and a thickness as shown in FIGS. 4(A) and (B). It has a height h1. As shown in FIG. 2, this horizontal piece 12 is arranged so that one main surface (lower surface) faces the upper surface side of the joists 30, and the other main surface (upper surface) faces the lower surface side of the flooring material 32. It is arranged as follows.
また、この水平片部12は、図4(A),(B)に示すように、その他方主面(上面)に多数の凹凸部で形成された食い込み部12aを備えている。食い込み部12aは、図2に示すように、根太30と床材32とを後述する連結部材18で接続した場合、床材32の荷重で床材32の下面に食い込むものとなっている。 Further, as shown in FIGS. 4A and 4B, this horizontal piece portion 12 is provided with a biting portion 12a formed of a large number of uneven portions on the other main surface (upper surface). As shown in FIG. 2, the biting portion 12a bites into the lower surface of the flooring 32 under the load of the flooring 32 when the joists 30 and the flooring 32 are connected by a connecting member 18, which will be described later.
そして、垂直片部14は、水平片部12の長手方向の一端部から垂直に立設されている。この垂直片部14は、図1および図2に示すように、根太30の上面に隣接して配置される2枚の床材32の間において上方に向けて延び設けられ、この2枚の床材32の間に排水部34となる隙間Gを形成することが可能となっている。この場合、垂直片部14は、図1に示すように、根太30の長手方向に延び設けられ、図4(A),(B)に示すように、長さL2、幅W、高さ(厚さ)Hを有する。なお、垂直片部14の高さ(厚さ)Hは、図4の(B)に示すように、水平片部12の厚さ(高さ)h1と、当該垂直片部14の内側面14aの厚さ(高さ)h2と、を加えたものである。 The vertical piece 14 is vertically erected from one end of the horizontal piece 12 in the longitudinal direction. As shown in FIGS. 1 and 2, this vertical piece 14 is provided to extend upward between two flooring materials 32 arranged adjacent to the upper surface of the joists 30, and It is possible to form a gap G between the materials 32, which will serve as a drainage section 34. In this case, the vertical piece 14 is provided extending in the longitudinal direction of the joist 30, as shown in FIG. 1, and has a length L2, a width W, and a height ( Thickness) H. Note that the height (thickness) H of the vertical piece 14 is determined by the thickness (height) h1 of the horizontal piece 12 and the inner surface 14a of the vertical piece 14, as shown in FIG. 4(B). The thickness (height) h2 of .
さらに、床材支持具10には、図4(A),(B)に示すように、垂直片部14の長手方向の中間部、好ましくは垂直片部14の長手方向の中央部に貫通孔16を有する。この貫通孔16は、垂直片部14の高さ方向(H)に貫通している。また、貫通孔16の内周面には、雌ネジ面16aが形成されている。
さらに、床材支持具10は、図2に示すように、貫通孔16のネジ面(雌ネジ面)16aに螺合され、床材32と根太30を取り外し自在に連結する連結手段18を具備している。連結手段18は、図2および図6に示すように、貫通孔16のネジ面16aに螺合されるネジ面(雄ネジ面)18aを有するものであり、連結手段18としては、引抜保持力が高く、長期間の使用でも緩みにくい、たとえばドリルネジが用いられて好適である。
Furthermore, as shown in FIGS. 4(A) and 4(B), the flooring support 10 has a through hole in the longitudinally intermediate portion of the vertical piece 14, preferably in the longitudinally central portion of the vertical piece 14. It has 16. This through hole 16 penetrates the vertical piece 14 in the height direction (H). Furthermore, a female threaded surface 16a is formed on the inner peripheral surface of the through hole 16.
Furthermore, as shown in FIG. 2, the flooring support 10 includes a connecting means 18 that is screwed into a threaded surface (female threaded surface) 16a of the through hole 16 to removably connect the flooring 32 and the joist 30. are doing. As shown in FIGS. 2 and 6, the connecting means 18 has a threaded surface (male threaded surface) 18a that is screwed into the threaded surface 16a of the through hole 16. For example, drill screws are suitable because they have a high resistance to loosening even after long-term use.
また、床材支持具10には、図2および図5に示すように、水平片部12の一方主面(下面)に、緩衝部材としての第1の緩衝部材22が配設されている。この第1の緩衝部材22は、たとえばPP(ポリプロピレン)、イソブチエン・イソプレンゴム(IIR)[所謂、ブチルゴム]等の合成樹脂材料で形成され、防音効果を奏するものとなっている。
この場合、第1の緩衝部材22は、特に、図5に示すように、切欠部22aを有している。この切欠部22aは、垂直片部14の貫通孔16および当該貫通孔16の周辺部を囲繞する部位と対向する水平片部12に具備されている。また、第1の緩衝部材22は、水平片部12の下面に、たとえば接着剤を塗布すること、および両面テープを貼着すること等によって、つまり、図6に示すように、接着剤層24によって、床材支持具10の水平片部12の下面に接着される。
Further, in the floor material support 10, as shown in FIGS. 2 and 5, a first buffer member 22 as a buffer member is provided on one main surface (lower surface) of the horizontal piece 12. The first buffer member 22 is made of a synthetic resin material such as PP (polypropylene) or isobutyene-isoprene rubber (IIR) [so-called butyl rubber], and has a soundproofing effect.
In this case, the first buffer member 22 particularly has a notch 22a, as shown in FIG. This notch 22a is provided in the horizontal piece 12 facing the through hole 16 of the vertical piece 14 and a portion surrounding the periphery of the through hole 16. In addition, the first buffer member 22 is formed by, for example, applying an adhesive to the lower surface of the horizontal piece 12, pasting double-sided tape, etc., in other words, as shown in FIG. It is adhered to the lower surface of the horizontal piece 12 of the flooring support 10 by.
この切欠部22aは、ドリルネジ等の連結手段18で根太30と床材32とを連結する際、たとえばドリルネジの切削による第1の緩衝部材22および根太30の切り屑(切粉)を逃がす役目を有するものとなっている。切欠部22aが設けられていない場合、緩衝部材22および根太30の切り屑により、当該第1の緩衝部材22にねじ込まれたドリルネジの周辺が膨出するなどの現象が見られるが、根太30と床材32とがしっかりと連結(締結)されていれば、この切欠部22aは、別段、具備されなくてもよい。 This notch 22a has a role of releasing chips of the first buffer member 22 and the joist 30 caused by cutting of the drill screw, for example, when the joist 30 and the flooring material 32 are connected by the connecting means 18 such as a drill screw. It has become something that we have. If the notch 22a is not provided, the area around the drill screw screwed into the first buffer member 22 may bulge due to chips from the buffer member 22 and the joist 30. If the floor material 32 is firmly connected (fastened), this notch 22a does not need to be provided.
この床材支持具10では、当該床材支持具10で根太30と床材32とを接続する場合、水平片部12の他方主面(上面)に接着剤層20が形成され、当該水平片部12の他方主面(上面)と床材32の下面とが接着可能となっている。この場合、水平片部12の食い込み部12aの上面に、たとえば接着剤を塗布することで接着剤層20が形成され、当該接着剤層20によって床材支持具10の水平片部12の他方主面(上面)が床材32の下面に接着される。 In this flooring support 10, when connecting the joists 30 and the flooring 32 with the flooring support 10, the adhesive layer 20 is formed on the other main surface (upper surface) of the horizontal piece 12, and the horizontal piece The other main surface (upper surface) of the portion 12 and the lower surface of the flooring material 32 can be bonded to each other. In this case, an adhesive layer 20 is formed on the upper surface of the biting part 12a of the horizontal piece part 12 by applying an adhesive, for example, and the adhesive layer 20 forms the other main part of the horizontal piece part 12 of the flooring support 10. The surface (upper surface) is adhered to the lower surface of the flooring material 32.
本実施例に係る浮床構造100では、上記した床材支持具10によって、複数本の根太30の上面に複数枚の床材32が所定の位置に位置決めされ、各根太30と各床材32とが強固に接続される。
本実施例に係る浮床構造100では、図1に示すように、各根太30の上面において、当該根太30の幅方向に間隔を隔てて平行に配置された2つの床材32,32の2辺間で、且つ、各根太30の長手方向に延び設けられる隙間34(G)に間隔を隔てて複数の床材支持具10が取付けられる。この実施例では、図1に示すように、1つの床材32がたとえば4つの床材支持具10により支持されている。この場合、1つの床材32の四隅付近にそれぞれ1つの床材支持具10が配設され、この4つの床材支持具10により、1つの床材32が2つの根太30間に架設されている。
当該床材支持具10は、その水平片部12の他方主面(上面)が各床材32の下面に当接され、且つ、その垂直片部14の側面が各床材32の側面にするように配置される。この場合、床材支持具10は、図2および図6に示すように、当該床材支持具10の垂直片部14の内側面14aに床材32の側面が緊密に当接され、水平片部12の上面の食い込み部12aが床材32の下面に緊密に当接される。そして、床材支持具10の水平片部12の他方主面(上面)に形成された接着剤層20が当該床材32の側面に接着されるように取付けられる。
In the floating floor structure 100 according to the present embodiment, the plurality of flooring materials 32 are positioned at predetermined positions on the upper surface of the plurality of joists 30 by the above-mentioned flooring material support 10, and each joist 30 and each flooring material 32 are connected to each other. are firmly connected.
In the floating floor structure 100 according to the present embodiment, as shown in FIG. A plurality of flooring supports 10 are installed at intervals in gaps 34 (G) extending in the longitudinal direction of each joist 30. In this embodiment, one floor material 32 is supported by, for example, four floor material supports 10, as shown in FIG. In this case, one floor material support 10 is arranged near each of the four corners of one floor material 32, and one floor material 32 is constructed between two joists 30 by these four floor material supports 10. There is.
The flooring support 10 has the other main surface (upper surface) of its horizontal piece 12 in contact with the lower surface of each flooring 32, and the side surface of its vertical piece 14 on the side of each flooring 32. It is arranged like this. In this case, as shown in FIGS. 2 and 6, in the flooring support 10, the side surface of the flooring 32 is brought into close contact with the inner surface 14a of the vertical piece 14 of the flooring support 10, and the horizontal piece The biting portion 12a on the upper surface of the portion 12 is brought into close contact with the lower surface of the flooring 32. Then, the adhesive layer 20 formed on the other main surface (upper surface) of the horizontal piece 12 of the floor material support 10 is attached so as to be adhered to the side surface of the floor material 32.
また、本実施例に係る浮床構造100では、図1および図3に示すように、根太30の上面において、当該根太30の幅方向に間隔を隔てて平行に配置された2つの床材32間の長手方向の中間部、好ましくは中央部に、緩衝部材としての第2の緩衝部材26が配設されている。この第2の緩衝部材26は、第1の緩衝部材22よりも、たとえば長手方向の長さが長く形成され、その幅方向の長さは第1の緩衝部材22の幅方向の長さと略同じに形成されている。
この第2の緩衝部材26は、図1および図2に示すように、隣接する2つの床材32の間の下面に跨るように取付けられている。この場合、第2の緩衝部材26の下面に、たとえば接着剤を塗布することで接着剤層28が形成され、当該接着剤層28によって根太30の上面に接着されることによって取付けられている。この第2緩衝部材26は、第1の緩衝部材22と同様に防音効果を奏するものとなっているが、それ以外にも、隣接する2枚の床材32の撓みを吸収する機能も有するものとなっている。
なお、この第2の緩衝部材26は、他の根太36の長手方向に間隔を隔てて、当該根太36と床材32との間にも適宜複数個配設されている。
In addition, in the floating floor structure 100 according to the present embodiment, as shown in FIGS. 1 and 3, on the upper surface of the joist 30, there is a gap between two flooring materials 32 arranged in parallel with an interval in the width direction of the joist 30. A second buffer member 26 as a buffer member is disposed at an intermediate portion in the longitudinal direction, preferably at a central portion. The second buffer member 26 is formed to have a longer length in the longitudinal direction than the first buffer member 22, and its width in the width direction is approximately the same as the length in the width direction of the first buffer member 22. is formed.
As shown in FIGS. 1 and 2, this second buffer member 26 is attached so as to straddle the lower surface between two adjacent flooring materials 32. In this case, an adhesive layer 28 is formed by, for example, applying an adhesive to the lower surface of the second buffer member 26, and the second buffer member 26 is attached by being adhered to the upper surface of the joist 30 using the adhesive layer 28. This second buffer member 26 has a soundproofing effect like the first buffer member 22, but also has the function of absorbing the deflection of the two adjacent flooring materials 32. It becomes.
Note that a plurality of second buffer members 26 are appropriately arranged between the other joists 36 and the flooring material 32 at intervals in the longitudinal direction of the other joists 36.
さらに、本実施例に係る浮床構造100では、たとえば図7、図8および図9に示すように、それぞれ、支持手段40、支持手段42、支持手段44およびそれらの組み合わせによって、コンクリートスラブの上面から高さ方向に所定の間隔を隔てて、当該浮床構造100を支持することが可能となっている。これらの支持手段40、支持手段42、支持手段44は、適宜な固定手段(図示せず)により、たとえば屋外に設けられたコンクリートスラブの上面に立設される。 Furthermore, in the floating floor structure 100 according to this embodiment, as shown in FIGS. 7, 8, and 9, the upper surface of the concrete slab is The floating floor structure 100 can be supported at predetermined intervals in the height direction. These support means 40, support means 42, and support means 44 are erected on the upper surface of a concrete slab provided outdoors, for example, by appropriate fixing means (not shown).
なお、上述の実施例では、床材支持具10がたとえばアルミ等の金属材料で形成されたが、それに限定されるものではなく、床材32の材料によって、適宜変更である。例えば、床材32がタイルパネル、コンクリートパネル、石材パネルの場合、当該床材支持具10はアルミ等の金属材料が好ましいが、床材32がアクリル樹脂等の合成樹脂パネルの場合、当該床材支持具10は合成樹脂材料のものが好ましい。
また、上述の実施例では、図1に示すように、床材支持具10が根太30の幅方向に間隔を隔てて平行に配置された2つの床材32,32の2辺間で、且つ、各根太30の長手方向に延び設けられる隙間34(G)に間隔を隔てて、たとえば2ケ所に取付けられ、すなわち、この実施例では、1枚の床材32について、床材32の略四隅付近に合計4つの床材支持具10が配設されたが、当該床材支持具10の設置数は、それに限定されることはなく、当該隙間Gの長手方向に間隔を隔てて、たとえば3ケ所に配設されてもよく、当該床材支持具10は、少なくとも2ケ所に配設されていればよい。
In the above-described embodiment, the flooring support 10 is made of a metal material such as aluminum, but the material is not limited thereto, and may be modified as appropriate depending on the material of the flooring 32. For example, when the floor material 32 is a tile panel, a concrete panel, or a stone panel, the floor material support 10 is preferably made of a metal material such as aluminum; however, when the floor material 32 is a synthetic resin panel such as acrylic resin, the floor material The support 10 is preferably made of synthetic resin material.
In addition, in the above-described embodiment, as shown in FIG. , for example, at two locations at intervals in the gaps 34 (G) extending in the longitudinal direction of each joist 30; Although a total of four flooring supports 10 were installed in the vicinity, the number of installed flooring supports 10 is not limited thereto, and for example, three flooring supports 10 are installed at intervals in the longitudinal direction of the gap G. The floor material support 10 may be provided at at least two locations.
上記した本実施例に係る床材支持具10が用いられた浮床構造100によれば、特に、図2に示すように、当該床材支持具10の垂直片部14の内側面14aを床材32の側面に緊密に当接されることによって、当該垂直片部14の内側面14aが各床材32の位置決めの当たり面となって、当該床材32を正確に各根太30の上面に位置決めすることができる。また、この床材支持具10で位置決めされた複数の床材32の間には、図4に示す当該床材支持具10の垂直片部14の幅方向の長さWにより、図1および図2に示すように、各床材32の間に設けられた隙間Gによって、雨水等の排水機能を有する排水部34が配設されるものとなっている。 According to the floating floor structure 100 in which the floor material support 10 according to the present embodiment described above is used, in particular, as shown in FIG. 32, the inner surface 14a of the vertical piece 14 becomes a contact surface for positioning each flooring material 32, and the flooring material 32 is accurately positioned on the upper surface of each joist 30. can do. Moreover, between the plurality of flooring materials 32 positioned by this flooring material supporter 10, the length W in the width direction of the vertical piece part 14 of the flooring material supporter 10 shown in FIG. As shown in FIG. 2, a drainage section 34 having a function of draining rainwater and the like is disposed through a gap G provided between each flooring material 32.
さらに、この浮床構造100では、連結手段18によって根太30と床材32とが取外し自在に連結されるので、容易に床材32を取外すことができる。そのため、浮床構造100の任意の床材32が劣化、破損等で不具合を生じても、適宜、当該劣化、破損した床材32を取り替えることが可能となっている。
一方、従来技術において、各床材が根太の上に接着剤で強固に固着されている場合、老朽化した浮床の床材を改装するときには、古い床材を撤去した後、新しい床材を敷設する必要があるが、床材が根太に強固に固着されているから例えば部分的に床材が破損したとき等、当該は破損部分だけを取り替えて改装することが困難となり、場合によっては古い床材全体を廃棄して床材全体を改装しなければならず、廃棄された床材は産業廃棄物となって環境に多大な負荷を与えるという問題があった。
それに対して、この浮床構造100では、上記したように、床材32を簡単に取り替えることができるため、産業廃棄物となる各種床材の量を低減することが可能となっている
。したがって、近年、建築廃材をなるべく少なくすることが環境保全、省資源の点から一段と重要になってきている社会の要望に応えることができるものとなっている。
Furthermore, in this floating floor structure 100, the joists 30 and the flooring 32 are removably connected by the connecting means 18, so the flooring 32 can be easily removed. Therefore, even if any floor material 32 of the floating floor structure 100 has a problem due to deterioration, damage, etc., it is possible to replace the deteriorated or damaged floor material 32 as appropriate.
On the other hand, in the conventional technology, when each flooring material is firmly fixed to the joist with adhesive, when renovating an aging floating floor material, the old flooring material is removed and then the new flooring material is laid. However, because the flooring is firmly fixed to the joists, for example, if the flooring is partially damaged, it is difficult to replace only the damaged part and renovate, and in some cases, the old flooring may be damaged. There was a problem in that the entire flooring had to be discarded and refurbished, and the discarded flooring became industrial waste and placed a large burden on the environment.
On the other hand, in this floating floor structure 100, as described above, the flooring material 32 can be easily replaced, so it is possible to reduce the amount of various flooring materials that become industrial waste. Therefore, in recent years, it has become possible to meet the demands of society, where reducing construction waste as much as possible has become even more important in terms of environmental conservation and resource conservation.
また、本実施例に係る浮床構造100によれば、当該床材支持具10が用いられることで、連結手段18および接着剤層20の相乗効果によって、根太30と床材32とを強固に接続することができるので、特許文献1等に示す従来技術のように、1枚1枚の床材32の重量を大きくする必要がない。そのため、屋上のスラブ面全体に掛かる重量負荷が大きくなることも防止することができ、延いては、建築物の梁や柱等躯体自体の強度を高めることがなく、建築コストが高く付くこともない。 Further, according to the floating floor structure 100 according to the present embodiment, by using the floor material support 10, the joists 30 and the floor material 32 are firmly connected by the synergistic effect of the connecting means 18 and the adhesive layer 20. Therefore, there is no need to increase the weight of each flooring material 32, unlike the prior art shown in Patent Document 1 and the like. Therefore, it is possible to prevent the weight load from increasing on the entire roof slab surface, and by extension, it is not necessary to increase the strength of the building frame itself such as beams and columns, which can lead to high construction costs. do not have.
すなわち、本実施例に係る床材支持具10が用いられた浮床構造100によれば、床材32との接続強度を強固にして、風で床材全体が捲れ上がる床材32の吹き上がり現象を防止し、且つ、床材32を簡便に取り替えることができ、環境保全、省資源の観点から環境負荷を軽減することもできる、床材支持具10およびそれを用いた浮床構造100を提供することができる。 That is, according to the floating floor structure 100 in which the floor material support 10 according to the present embodiment is used, the connection strength with the floor material 32 is strengthened, and the blowing up phenomenon of the floor material 32 where the entire floor material is rolled up by the wind is prevented. To provide a floor material support 10 and a floating floor structure 100 using the same, which can prevent the above-mentioned problems, easily replace the floor material 32, and reduce environmental loads from the viewpoints of environmental conservation and resource saving. be able to.
図10は、本発明に係る床材支持具の他の例を示す図であって、図10(A)はその平面図であり、図10(B)は図10(A)の正面図である。
図10に示す床材支持具10Aは、図4に示す床材支持具10と比べて、特に、水平片部12の構造が相違する。すなわち、図4に示す床材支持具10では、当該水平片部12の上面に多数の凹凸部で形成された食い込み部12aが具備されるものであったのに対して、図10(A),図10(B)に示す床材支持具10Aでは、当該水平片部12の上面に複数の断面八の字状の溝で形成された凹部62a~62eと、複数の断面逆八の字状の凸部64a~64fとが具備されている。また、水平片部12は、図10(B)に示すように、水平片部12の距離(水平距離)をaとし、水平片部12の先端側(長さ方向の一端側)の高さ(厚み)をbとし、水平片部12の根元側(長さ方向の他端側)の高さ(厚み)をcとし、水平片部12の高低差(垂直距離)を(b-c)としたとき、当該水平片部12の上面に(b-c)/aの勾配が形成されている。
FIG. 10 is a diagram showing another example of the floor material support according to the present invention, in which FIG. 10(A) is a plan view thereof, and FIG. 10(B) is a front view of FIG. 10(A). be.
The flooring support 10A shown in FIG. 10 is different from the flooring support 10 shown in FIG. 4, especially in the structure of the horizontal piece 12. That is, in the flooring support 10 shown in FIG. 4, the upper surface of the horizontal piece 12 is provided with a cut-in part 12a formed of a large number of uneven parts, whereas in the case of the flooring support 10 shown in FIG. , 10(B), the flooring support 10A shown in FIG. Convex portions 64a to 64f are provided. Further, as shown in FIG. 10(B), the horizontal piece 12 has a distance (horizontal distance) of the horizontal piece 12 of a, and a height of the tip side (one end side in the length direction) of the horizontal piece 12. (thickness) is b, the height (thickness) of the base side (other end side in the length direction) of the horizontal piece 12 is c, and the height difference (vertical distance) of the horizontal piece 12 is (b-c). In this case, a slope of (b−c)/a is formed on the upper surface of the horizontal piece 12.
この場合、複数の水平片部12の凸部64a~64fの内、当該水平片部12の根元側の凸部64a,当該水平片部12の長さ方向の中間部の凸部64c,凸部64eおよび水平片部12の先端側の凸部64fの上面は、(b-c)/aの勾配面上に位置するものである。また、当該水平片部12の長さ方向の中間部の凸部64bおよび凸部64dは、(b-c)/aの勾配面より僅かに下の低いところに位置するものである。
なお、図10(A),図10(B)に示す床材支持具10Aでは、例えば、当該床材支持具10Aの長さL1=47mm、幅L2=50mm、垂直片部14の高さ(厚さ)H=8.5mm、厚さ(高さ)h1=5.5mm、垂直片部14の内側面14aの厚さ(高さ)h2=3mm、水平片部12の距離(水平距離)a=41.8mm、水平片部12の先端側(長さ方向の一端側)の高さ(厚み)b=5.29mm、水平片部12の根元側(長さ方向の他端側)の高さ(厚み)c=5.5mmに形成されている。この場合、勾配(b-c)/a=1/200に形成されている。
上記したこの床材支持具10Aは、図11を参照して以下に説明する床材支持具10Bと一対で用いられるものである。
In this case, among the convex portions 64a to 64f of the plurality of horizontal pieces 12, a convex portion 64a on the root side of the horizontal piece 12, a convex portion 64c at an intermediate portion in the length direction of the horizontal piece 12, a convex portion 64e and the upper surface of the convex portion 64f on the distal end side of the horizontal piece 12 are located on a slope plane of (b−c)/a. Further, the protrusions 64b and 64d at the intermediate portion in the length direction of the horizontal piece 12 are located at a low level slightly below the slope of (b-c)/a.
In the flooring support 10A shown in FIGS. 10(A) and 10(B), for example, the length L1 of the flooring support 10A is 47 mm, the width L2 is 50 mm, and the height of the vertical piece 14 ( Thickness) H = 8.5 mm, thickness (height) h1 = 5.5 mm, thickness (height) of the inner surface 14a of the vertical piece 14 (height) h2 = 3 mm, distance of the horizontal piece 12 (horizontal distance) a = 41.8 mm, height (thickness) of the tip side (one end side in the length direction) of the horizontal piece 12, b = 5.29 mm, It is formed to have a height (thickness) c=5.5 mm. In this case, the gradient (b−c)/a=1/200.
This floor material support 10A described above is used in pair with a floor material support 10B, which will be described below with reference to FIG. 11.
図11は、図10に示す床材支持具10Aと一対で用いられる床材支持具の一例を示す図であって、図11(A)はその平面図であり、図11(B)は図11(A)の正面図である。図11に示す床材支持具10Bは、図10に示す床材支持具10Aと比べて、特に、水平片部12の距離(水平距離)をaとし、水平片部12の根元側(長さ方向の他端側)の高さ(厚み)をbとし、水平片部12の先端側(長さ方向の一端側)の高さ(厚み)をcとし、水平片部12の高低差(垂直距離)を(b-c)としたとき、当該水平片部1
2の上面に(b-c)/aの勾配が形成されている。
FIG. 11 is a diagram showing an example of a flooring support used in pair with the flooring support 10A shown in FIG. 10, and FIG. 11(A) is a plan view thereof, and FIG. 11(A) is a front view. The floor material support 10B shown in FIG. 11 is different from the floor material support 10A shown in FIG. The height (thickness) of the horizontal piece 12 (the other end side in the length direction) is b, the height (thickness) of the distal end side (one end side in the length direction) of the horizontal piece 12 is c, and the height difference (vertical) of the horizontal piece 12 is When the distance) is (b-c), the horizontal piece 1
A slope of (b−c)/a is formed on the upper surface of 2.
この場合、複数の水平片部12の凸部64a~64fの内、当該水平片部12の根元側の凸部64a,当該水平片部12の長さ方向の中間部の凸部64c,凸部64eおよび水平片部12の先端側の凸部64fの上面は、(b-c)/aの勾配面上に位置するものである。また、当該水平片部12の長さ方向の中間部の凸部64bおよび凸部64dは、(b-c)/aの勾配面より僅かに下の低いところに位置するものである。
なお、図11(A),図11(B)に示す床材支持具10Aでは、例えば、当該床材支持具10Aの長さL1=47mm、幅L2=50mm、垂直片部14の高さ(厚さ)H=6.5mm、厚さ(高さ)h1=2.5mm、垂直片部14の内側面14aの厚さ(高さ)h2=4mm、水平片部12の距離(水平距離)a=41.8mm、水平片部12の先端側(長さ方向の一端側)の高さ(厚み)b=2.5mm、水平片部12の根元側(長さ方向の他端側)の高さ(厚み)c=2.71mmに形成されている。この場合、勾配(b-c)/a=1/200に形成されている。
In this case, among the convex portions 64a to 64f of the plurality of horizontal pieces 12, a convex portion 64a on the root side of the horizontal piece 12, a convex portion 64c at an intermediate portion in the length direction of the horizontal piece 12, a convex portion 64e and the upper surface of the convex portion 64f on the distal end side of the horizontal piece 12 are located on a slope plane of (b−c)/a. Further, the protrusions 64b and 64d at the intermediate portion in the length direction of the horizontal piece 12 are located at a low level slightly below the slope of (b-c)/a.
In addition, in the floor material support 10A shown in FIGS. 11(A) and 11(B), for example, the length L1 of the floor material support 10A is 47 mm, the width L2 is 50 mm, and the height of the vertical piece 14 ( Thickness) H = 6.5 mm, thickness (height) h1 = 2.5 mm, thickness (height) of the inner surface 14a of the vertical piece 14 (height) h2 = 4 mm, distance of the horizontal piece 12 (horizontal distance) a = 41.8 mm, height (thickness) of the tip side (one end side in the length direction) of the horizontal piece 12, b = 2.5 mm, It is formed to have a height (thickness) c=2.71 mm. In this case, the gradient (b−c)/a=1/200.
図12は、本発明に係る浮床構造の他の実施例を示す図であって、特に、図12(A)は、図10および図11に示す床材支持具を用いた浮床構造の実施例を示す平面図であり、図12(B)は図12(A)の正面図である。図13は、図12に示す要部拡大図であって、図13(A)は図12(A)の要部拡大平面図であり、図13(B)は図12(B)の要部拡大正面図である。
本実施例に係る浮床構造110では、図1~図3に示す浮床構造100と比べて、特に、図12~図14に示すように、図4に示す床材支持具10に替えて図10,図11に示す床材支持具10A,10Bによって、複数本の根太30の上面に複数枚の床材32が所定の位置に位置決めされ、各根太30と各床材32とが強固に接続される。
図12~図15に示す浮床構造110の例では、一対の床材支持具10A,10Bの水平片部12の上面に(b-c)/aの勾配を有しているため、当該床材支持具10A,10Bで支持される各床材32は、図13(B)に示すように、各床材32の上面にも(b-c)/aの勾配が形成されるものとなっている。
FIG. 12 is a diagram showing another embodiment of the floating floor structure according to the present invention, and in particular, FIG. 12(A) is an embodiment of the floating floor structure using the flooring support shown in FIGS. 10 and 11. FIG. 12(B) is a front view of FIG. 12(A). 13 is an enlarged view of the main part shown in FIG. 12, FIG. 13(A) is an enlarged plan view of the main part of FIG. 12(A), and FIG. 13(B) is an enlarged plan view of the main part of FIG. 12(B). It is an enlarged front view.
In the floating floor structure 110 according to this embodiment, compared to the floating floor structure 100 shown in FIGS. 1 to 3, as shown in FIGS. 12 to 14, in particular, as shown in FIG. , A plurality of flooring materials 32 are positioned at predetermined positions on the upper surface of the plurality of joists 30 by the flooring material supports 10A and 10B shown in FIG. 11, and each joist 30 and each flooring material 32 are firmly connected. Ru.
In the example of the floating floor structure 110 shown in FIGS. 12 to 15, the upper surface of the horizontal piece 12 of the pair of floor material supports 10A, 10B has a slope of (b-c)/a, so the floor material Each of the flooring materials 32 supported by the supports 10A and 10B has a slope of (b-c)/a on the upper surface of each of the flooring materials 32, as shown in FIG. 13(B). There is.
そのため、本実施例に係る浮床構造110では、図13(A),図13(B)および図14に示すように、各根太30の上面に隣接して配置される2枚の床材32は、排水部34(隙間G)を間に挟んで、たとえば「ハ」の字状または逆「ハ」の字状に傾斜するように配列され得るものとなっている。すなわち、2枚の床材32の上面は、特に、図13(B)で見たときの例えば中央に位置する排水部34(隙間G)の左方および右方に向かって、(b-c)/aの勾配で斜め下方に傾斜する「ハ」の字状の態様に配列されている。
また、図13(B)で見たときの例えば右側に位置する排水部34(隙間G)の左方および右方に向かって、2枚の床材32の上面は、(b-c)/aの勾配で斜め上方に傾斜する逆「ハ」の字状の態様に配列されている。
Therefore, in the floating floor structure 110 according to this embodiment, as shown in FIGS. , and can be arranged so as to be inclined, for example, in a ``V'' shape or an inverted ``V'' shape, with the drainage portion 34 (gap G) in between. That is, the upper surfaces of the two flooring materials 32 are arranged in a direction (b-c )/a and are arranged in a ``V'' shape that slopes diagonally downward.
Further, when viewed in FIG. 13(B), the upper surfaces of the two flooring materials 32 are (b-c)/towards the left and right of the drainage part 34 (gap G) located on the right side, for example They are arranged in an inverted ``V'' shape that slopes diagonally upward at a slope of a.
したがって、本実施例に係る浮床構造110では、根太32の上面に床材支持具10A,10Bで支持・固定された床材32の上面に(b-c)/aの勾配が形成されているため、雨水等の水は、特に、図14に示すように、各床材32の勾配面に沿って排水部34(隙間G)に向かって流れ込んで下方に排水される。そのため、当該浮床構造110では、床材32の上面に水溜まりが発生するのを防止することができる。
この水溜まり現象は、たとえば「おや水(俗称)」と呼ばれるものであって、従来の浮床構造では、上記した排水構造が設けられていないため、その床材上面の中央部、または、床材上面の任意の箇所に当該おや水が発生していた。そのため、従来の浮床構造では、その床材上面に人が通るときには、水溜まりに足をとられて転倒したり、靴等の履物の中に水が入って靴下が濡れてしまったりする不具合が生じるものであった。また、水溜まりの水により床材上面が疑似的に鏡面となり、たとえば女性のスカートを介して下着が水面
に映し出されたりするなどの苦情も出ている。こういった場合、特に、商業施設などに設けられる浮床構造には特に不向きなものであった。さらに、床材の上面を車椅子で通るときには、水で車椅子の車輪のタイヤが濡れるので、車椅子を操作する手が水で濡れてしまい車椅子の操作に支障をきたす恐れがあった。
それに対して、図12~図14等に示す浮床構造110では、根太30の例えば幅方向に隙間34(G)を介して隣り合う床材32には、特に、たとえば図14に示す排水構造を具備しているので「おや水」の発生を防止することができ、上記した従来の浮床構造の各種の不具合、クレームおよび問題点を解消することができるものとなっている。しかも、この浮床構造110では、上記した排水構造を有すると共に、且つ、当該浮床構造の床材上面全体で見ると、+-0(プラスマイナスゼロ)のレベルをとることができるため、車椅子での走行にも支障がなく、所謂、バリアフリー化にも適応するものとなっている。
Therefore, in the floating floor structure 110 according to this embodiment, the slope of (b-c)/a is formed on the upper surface of the flooring 32 supported and fixed on the upper surface of the joists 32 by the flooring supports 10A and 10B. Therefore, especially as shown in FIG. 14, water such as rainwater flows into the drainage portion 34 (gap G) along the slope surface of each flooring material 32 and is drained downward. Therefore, in the floating floor structure 110, it is possible to prevent water from accumulating on the upper surface of the flooring material 32.
This phenomenon of water puddles is, for example, what is called "oya water" (common name), and since conventional floating floor structures do not have the above-mentioned drainage structure, the water pooling occurs in the center of the upper surface of the floor material or The water was generated anywhere on the top surface. Therefore, with conventional floating floor structures, when people pass on the top surface of the flooring, there are problems such as getting caught in a puddle and falling, or water getting into footwear such as shoes and getting wet socks. It was something. Additionally, there have been complaints that the water in the puddles causes the upper surface of the flooring material to become a pseudo-mirrored surface, with women's underwear being reflected on the surface of the water through their skirts, for example. In such cases, it is particularly unsuitable for floating floor structures installed in commercial facilities and the like. Furthermore, when the wheelchair passes over the top surface of the flooring material, the tires of the wheels of the wheelchair get wet with water, so there is a risk that the hands operating the wheelchair may become wet with water, which may impede the operation of the wheelchair.
On the other hand, in the floating floor structure 110 shown in FIGS. 12 to 14, etc., the flooring materials 32 adjacent to each other with a gap 34 (G) in the width direction of the joists 30, for example, have a drainage structure shown in FIG. This feature makes it possible to prevent the occurrence of "water" and eliminate the various defects, complaints, and problems of the conventional floating floor structure described above. In addition, this floating floor structure 110 has the above-mentioned drainage structure, and since the entire upper surface of the floor material of the floating floor structure can take a level of +-0 (plus or minus zero), it is easy to use in a wheelchair. It has no hindrance to driving and is suitable for so-called barrier-free use.
また、この浮床構造110では、図4(A),図4(B)に示す床材支持具10と比べて、当該垂直片部14の長手方向に間隔を隔てて例えば2つの貫通孔16が配設されている。2つの貫通孔16は、それぞれ、その内周面にネジ面(雌ネジ面)16aが形成されている(図10および図11を参照。)。1対の床材支持具10A,10Bは、それぞれ、2つの貫通孔16のネジ面(雌ネジ面)16aに螺合され、2つのドリルネジ等の連結手段18によって根太30と床材32とが取外し自在に連結される。そのため、浮床構造100の任意の床材32が劣化、破損等で不具合を生じても、適宜、当該劣化、破損した床材32を簡便に取り替えることが可能となっている。 Furthermore, in this floating floor structure 110, for example, two through holes 16 are provided at intervals in the longitudinal direction of the vertical piece 14, compared to the flooring support 10 shown in FIGS. 4(A) and 4(B). It is arranged. Each of the two through holes 16 has a threaded surface (female threaded surface) 16a formed on its inner peripheral surface (see FIGS. 10 and 11). The pair of flooring supports 10A and 10B are each screwed into threaded surfaces (female threaded surfaces) 16a of the two through holes 16, and the joists 30 and the flooring 32 are connected by connecting means 18 such as two drill screws. Detachably connected. Therefore, even if any floor material 32 of the floating floor structure 100 has a problem due to deterioration, damage, etc., it is possible to easily replace the deteriorated or damaged floor material 32 as appropriate.
この浮床構造110では、床材支持具10A,10Bが、それぞれ、ネジ面(雌ネジ面)16aが設けられた2つの貫通孔16を有しているため、当該床材32を再利用して支持具10A,10Bにより根太30に取付けるときに貫通孔16がずれていても、2つの貫通孔16の内の一方の貫通孔16を捨て孔にしてもう一方の貫通孔16を利用することができる。
また、この浮床構造110では、1つの連結手段18によって根太30と床材32とを連結する図1~図3に示す浮床構造100と比べて、床材支持具10A,10Bが、それぞれ、2つの連結手段18を具備しているため、より一層、強固に根太30と床材32とを接続することができる。この場合、2つの連結手段18により根太30と床材32との接続強度が高くなるため、当該浮床構造110では、風で床材全体が捲れ上がる床材32の吹き上がり現象をより一層強固に防止することができる。
さらに、この浮床構造110では、2つの連結手段18を具備しているため、経年劣化等により連結手段18(ドリルネジ等)の内の1つが例えば緩んで浮き上がりが発生した場合でも、もう1つの連結手段18により補強され得るものとなっている。
In this floating floor structure 110, the flooring supports 10A and 10B each have two through holes 16 provided with threaded surfaces (female threaded surfaces) 16a, so the flooring 32 can be reused. Even if the through holes 16 are misaligned when attached to the joist 30 using the supports 10A and 10B, it is possible to use one of the two through holes 16 as a waste hole and use the other through hole 16. can.
Furthermore, in this floating floor structure 110, compared to the floating floor structure 100 shown in FIGS. Since the two connecting means 18 are provided, the joists 30 and the flooring 32 can be connected even more firmly. In this case, since the connection strength between the joists 30 and the flooring material 32 is increased by the two connecting means 18, the floating floor structure 110 can further strengthen the phenomenon that the flooring material 32 is blown up when the entire flooring material is blown up by the wind. It can be prevented.
Furthermore, since this floating floor structure 110 is provided with two connecting means 18, even if one of the connecting means 18 (such as a drill screw) becomes loose due to aging deterioration or the like and lifts up, the other connecting means 18 It can be reinforced by means 18.
図15は、図12(A)の線D-Dにおける要部拡大端面図である。
図1~図3に示す浮床構造100と同様に、第2の緩衝部材26が適宜複数個配設されている。すなわち、本実施例に係る浮床構造110では、図12および図15に示すように、根太30の上面において、当該根太30の幅方向に間隔を隔てて平行に配置された2つの床材32間の長手方向の中間部、好ましくは中央部に、緩衝部材としての第2の緩衝部材26が配設されている。この第2の緩衝部材26は、第1の緩衝部材22よりも、たとえば長手方向の長さが長く形成され、その幅方向の長さは第1の緩衝部材22の幅方向の長さと略同じに形成されている。
この第2の緩衝部材26は、図1および図2に示すように、隣接する2つの床材32の間の下面に跨るように取付けられている。この場合、第2の緩衝部材26の下面に、たとえば接着剤を塗布することで接着剤層28が形成され、当該接着剤層28によって根太30の上面に接着されることによって取付けられている。この第2緩衝部材26は、第1の緩衝部材22と同様に防音効果を奏するものとなっているが、それ以外にも、隣接する2枚の床材32の撓みを吸収する機能も有するものとなっている。
また、この第2の緩衝部材26は、他の根太36の長手方向に間隔を隔てて、当該根太36と床材32との間にも適宜複数個配設されている。
FIG. 15 is an enlarged end view of essential parts taken along line DD in FIG. 12(A).
Similar to the floating floor structure 100 shown in FIGS. 1 to 3, a plurality of second buffer members 26 are appropriately provided. That is, in the floating floor structure 110 according to the present embodiment, as shown in FIGS. 12 and 15, on the upper surface of the joist 30, there is a gap between two flooring materials 32 arranged in parallel with an interval in the width direction of the joist 30. A second buffer member 26 as a buffer member is disposed at an intermediate portion in the longitudinal direction, preferably at a central portion. The second buffer member 26 is formed to have a longer length in the longitudinal direction than the first buffer member 22, and its width in the width direction is approximately the same as the length in the width direction of the first buffer member 22. is formed.
As shown in FIGS. 1 and 2, this second buffer member 26 is attached so as to straddle the lower surface between two adjacent flooring materials 32. In this case, an adhesive layer 28 is formed by, for example, applying an adhesive to the lower surface of the second buffer member 26, and the second buffer member 26 is attached by being adhered to the upper surface of the joist 30 using the adhesive layer 28. This second buffer member 26 has a soundproofing effect like the first buffer member 22, but also has the function of absorbing the deflection of the two adjacent flooring materials 32. It becomes.
Further, a plurality of second buffer members 26 are appropriately arranged between the other joists 36 and the flooring material 32 at intervals in the longitudinal direction of the other joists 36.
図16は、図16(A)は、図12(A)の線E-Eにおける要部拡大端面図であって、図12(A)で見て、その縦方向(上下方向)の床材間に配設されるスペーサ部材およびその取付け構造の一例を示す要部拡大端面図である。また、図16(B)は、図16(A)に示すスペーサ部材およびその取付け構造の他の例を示す要部拡大端面図である。
本実施例に係る浮床構造110では、たとえば図12(A)で見て、根太30の長手方向に間隔を隔てて平行に配置された2つの床材32間の隙間G´の長手方向の中間部、好ましくは隙間G´の長手方向の中央部に、緩衝部材としての機能を併せ持つたとえば1つのスペーサ70が配設されている。このスペーサ70は、図16(A)に示すように、たとえば断面I字状に形成される。スペーサ70は、たとえばゴム等の弾性材および弾性を有する合成樹脂などで形成されている。このスペーサ70は、当該隙間G´の長手方向に間隔を隔てて複数配設されていてもよい。
なお、このスペーサ70は、図16(A)に示す断面I字状のもの以外にも、図16(B)に示すように、たとえば逆T字状に形成されていてもよい。
FIG. 16A is an enlarged end view of the main part taken along line E-E in FIG. FIG. 3 is an enlarged end view of a main part showing an example of a spacer member disposed between the two and its mounting structure. Moreover, FIG. 16(B) is an enlarged end view of a main part showing another example of the spacer member and its mounting structure shown in FIG. 16(A).
In the floating floor structure 110 according to the present embodiment, for example, as seen in FIG. For example, one spacer 70, which also functions as a buffer member, is disposed at the longitudinal center of the gap G'. This spacer 70 is formed, for example, in an I-shaped cross section, as shown in FIG. 16(A). The spacer 70 is made of an elastic material such as rubber, an elastic synthetic resin, or the like. A plurality of spacers 70 may be arranged at intervals in the longitudinal direction of the gap G'.
Note that this spacer 70 may have an inverted T-shape, for example, as shown in FIG. 16(B), in addition to the I-shaped cross section shown in FIG. 16(A).
図17は、本発明に係る床材支持具の別の例を示す図であって、図17(A)はその平面図であり、図17(B)は図17(A)の正面図である。
図17(A),図17(B)に示す床材支持具80Aは、図10,図11に示す床材支持具10A,10Bと比べて、特に、垂直片部14の形成位置と水平片部12に形成される勾配の態様が相違するものとなっている。すなわち、この床材支持具80Aでは、垂直片部14が床材支持具80Aの長手方向の中央部に配設されている。また、床材支持具80Aの長手方向に見て垂直片部14の両側に、(b-c)/aの勾配が形成されている。この場合、垂直片部14から床材支持具80Aの長手方向の一端側(一方の先端側)および他端側(他方の先端側)にかけて、それぞれ、(b-c)/aの勾配で斜め上方に傾斜する態様に形成され、当該床材支持具80Aの正面視で見て、逆「ハ」の字状の態様に形成されている。
上記したこの床材支持具80Aは、図18(A),図18(B)を参照して以下に説明する床材支持具80Bと一対で用いられるものである。
FIG. 17 is a diagram showing another example of the flooring support according to the present invention, in which FIG. 17(A) is a plan view thereof, and FIG. 17(B) is a front view of FIG. 17(A). be.
The flooring support 80A shown in FIGS. 17(A) and 17(B) is different from the flooring support 10A, 10B shown in FIGS. 10 and 11 in particular in the formation position of the vertical piece 14 and the horizontal The aspect of the slope formed in the portion 12 is different. That is, in this flooring support 80A, the vertical piece 14 is disposed at the center in the longitudinal direction of the flooring support 80A. Furthermore, a slope of (b−c)/a is formed on both sides of the vertical piece 14 when viewed in the longitudinal direction of the floor material support 80A. In this case, from the vertical piece 14 to the longitudinal direction of the flooring support 80A, one end side (one tip side) and the other end side (the other tip side) are diagonally arranged at a slope of (b-c)/a. It is formed in an upwardly inclined manner, and is formed in an inverted "V" shape when viewed from the front of the flooring support 80A.
This floor material support 80A described above is used in pair with a floor material support 80B, which will be described below with reference to FIGS. 18(A) and 18(B).
図18は、本発明に係る床材支持具のさらに別の例を示す図であって、図18(A)はその平面図であり、図18(B)は図18(A)の正面図である。
図18(A),図18(B)に示す床材支持具80Bは、図17(A),図17(B)に示す床材支持具80Aと比べて、特に、水平片部12に形成される勾配の態様が相違するものとなっている。すなわち、この床材支持具80Bでは、当該床材支持具80Bの長手方向に見て垂直片部14の両側に、(c-b)/aの勾配が形成されている。この場合、垂直片部14から床材支持具80Bの長手方向の一端側(一方の先端側)および他端側(他方の先端側)に向かって、それぞれ、(c-b)/aの勾配で斜め下方に傾斜する態様に形成され、当該床材支持具80Bの正面視で見て、「ハ」の字状の態様に形成されている。
なお、図17(A),図17(B)および図18(A),図18(B)に示す一対の床材支持具80A,床材支持具80Bは、それぞれ、勾配を有するものであるが、例えば勾配を有することなく、水平に形成されているものであってもよい。
FIG. 18 is a diagram showing still another example of the flooring support according to the present invention, FIG. 18(A) is a plan view thereof, and FIG. 18(B) is a front view of FIG. 18(A). It is.
The flooring support 80B shown in FIGS. 18(A) and 18(B) is particularly different from the flooring support 80A shown in FIGS. The shapes of the gradients are different. That is, in this floor material support 80B, a slope of (c-b)/a is formed on both sides of the vertical piece 14 when viewed in the longitudinal direction of the floor material support 80B. In this case, from the vertical piece 14 toward one end (one tip side) and the other end (the other tip side) in the longitudinal direction of the flooring support 80B, the gradient is (c-b)/a, respectively. The support member 80B is formed in a diagonally downwardly inclined manner, and is formed in a "V" shape when viewed from the front of the flooring support 80B.
Note that the pair of flooring supports 80A and 80B shown in FIGS. 17(A), 17(B), and 18(A) and 18(B) each have a slope. However, for example, it may be formed horizontally without having a slope.
10 床材支持具
10A,10B 他の床材支持具
12 水平片部
12a 食込み部
14 垂直片部
14a 垂直片部の内側面
16 貫通孔
16a ネジ面(雌ネジ面)
18 連結手段
18a 他のネジ面(雄ネジ面)
20 接着剤層
22 第1の緩衝部材
22a 切欠部
24 他の接着剤層
26 第2の緩衝部材
28 さらに他の接着剤層
30 根太
32 床材
34 排水部
36 他の根太
40 支持手段
42 他の支持手段
44 さらに他の支持手段
50 コンクリートスラブ
62a,62b,62c,62d,62e 凹部
64a,64b,64c,64d,64e 凸部
70,72 スペーサ
80A,80B 別の床材支持具
100 浮床構造
110 他の浮床構造
G,G´ 隙間
10 Floor material support 10A, 10B Other floor material support 12 Horizontal piece 12a Biting part 14 Vertical piece 14a Inner surface of vertical piece 16 Through hole 16a Threaded surface (female threaded surface)
18 Connection means 18a Other threaded surface (male threaded surface)
20 Adhesive layer 22 First buffer member 22a Notch 24 Other adhesive layer 26 Second buffer member 28 Still another adhesive layer 30 Joist 32 Floor material 34 Drainage section 36 Other joist 40 Support means 42 Other Supporting means 44 Still other supporting means 50 Concrete slab 62a, 62b, 62c, 62d, 62e Concave portion 64a, 64b, 64c, 64d, 64e Convex portion 70, 72 Spacer 80A, 80B Another floor support 100 Floating floor structure 110 Others Floating floor structure G, G' gap
Claims (8)
前記床材支持具は、
前記根太の幅方向に沿って延びる長手方向を有し、その一方主面が前記根太の上面側と対向して配置され、その他方主面が前記床材の下面側と対向して配置される水平片部、
前記水平片部の長手方向の一端部または中間部から垂直に立設され、前記根太の上面に隣接して配置される2枚の床材の間において上方に向けて延び設けられ、前記2枚の床材の間に排水部となる隙間を形成することが可能な垂直片部、
前記水平片部の他方主面に形成され、前記水平片部の他方主面と前記床材の下面を接着可能とする接着剤層、
前記垂直片部の高さ方向に貫通され、且つ、前記垂直片部の上面から前記水平片部の下面に向けて貫通され、その内周面にネジ面を有する貫通孔、および
前記貫通孔の前記ネジ面に螺合され、前記床材と前記根太を取り外し自在に連結する連結手段を含み、
前記床材支持具の前記水平片部は、その長手方向の一端側から他端側にかけて勾配が形成されることを特徴とする、床材支持具。 A plurality of joists are arranged approximately parallel to each other at intervals on the upper side of a concrete slab installed outdoors, and a plurality of flooring materials having a square or rectangular shape in plan view are arranged at intervals on the upper surface of the plurality of joists. A flooring support that positions and supports the flooring of a floating floor structure arranged with a space between the joists and the flooring,
The flooring support is
It has a longitudinal direction extending along the width direction of the floor joists, one main surface of which is arranged to face the upper surface of the joist, and the other main surface of which is arranged to face the lower surface of the flooring material. horizontal piece,
The horizontal piece is vertically erected from one end or a middle part in the longitudinal direction of the horizontal piece, and is provided to extend upward between two flooring materials disposed adjacent to the upper surface of the joist; A vertical piece that can form a gap between the flooring materials to serve as a drainage area,
an adhesive layer formed on the other main surface of the horizontal piece and capable of bonding the other main surface of the horizontal piece and the lower surface of the flooring;
a through hole that extends in the height direction of the vertical piece, extends from the top surface of the vertical piece toward the bottom surface of the horizontal piece, and has a threaded surface on its inner peripheral surface; a connecting means that is screwed onto the threaded surface and removably connects the flooring material and the joist;
The floor material support is characterized in that the horizontal piece portion of the floor material support has a slope formed from one end side to the other end side in the longitudinal direction.
前記複数本の根太の上面に互いに間隔を隔てて配設される複数枚の床材、および
前記複数枚の床材を前記複数本の根太の上面で位置決めして、前記複数本の根太と前記複数枚の床材を接続する床材支持具を含み、
前記床材支持具は、
前記根太の幅方向に沿って延びる長手方向を有し、その一方主面が前記根太の上面側と対向して配置され、その他方主面が前記床材の下面側と対向して配置される水平片部、
前記水平片部の他方主面に形成され、前記水平片部の他方主面と前記床材の下面を接着可能とする接着剤層、
前記水平片部の長手方向の一端部または中間部から垂直に立設され、前記根太の上面に隣接して配置される2枚の床材の間において上方に向けて延び設けられ、前記2枚の床材の間に排水部となる隙間を形成することが可能な垂直片部、
前記垂直片部の高さ方向に貫通され、且つ、前記垂直片部の上面から前記水平片部の下面に向けて貫通され、その内周面にネジ面を有する貫通孔、および
前記貫通孔の前記ネジ面に螺合され、前記床材と前記根太を取り外し自在に連結する連結手段を含み、
前記床材支持具の前記水平片部は、その長手方向の一端側から他端側にかけて勾配が形成されていることを特徴とする、浮床構造。 Multiple joists arranged approximately parallel to each other at intervals above a concrete slab installed outdoors;
a plurality of flooring materials disposed at intervals on the upper surfaces of the plurality of joists, and positioning the plurality of flooring materials on the upper surfaces of the plurality of joists so that the plurality of joists and the Includes a flooring support that connects multiple pieces of flooring,
The flooring support is
It has a longitudinal direction extending along the width direction of the floor joists, one main surface of which is arranged to face the upper surface of the joist, and the other main surface of which is arranged to face the lower surface of the flooring material. horizontal piece,
an adhesive layer formed on the other main surface of the horizontal piece and capable of bonding the other main surface of the horizontal piece and the lower surface of the flooring;
The horizontal piece is vertically erected from one end or a middle part in the longitudinal direction of the horizontal piece, and is provided to extend upward between two flooring materials disposed adjacent to the upper surface of the joist; A vertical piece that can form a gap between the flooring materials to serve as a drainage area,
a through hole that extends in the height direction of the vertical piece, extends from the top surface of the vertical piece toward the bottom surface of the horizontal piece, and has a threaded surface on its inner peripheral surface; a connecting means that is screwed onto the threaded surface and removably connects the flooring material and the joist;
The floating floor structure is characterized in that the horizontal piece of the floor material support has a slope formed from one end side to the other end side in the longitudinal direction .
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JP2006207145A (en) | 2005-01-25 | 2006-08-10 | Sanyo Industries Ltd | Floor structure |
JP2012067476A (en) | 2010-09-22 | 2012-04-05 | Nakamura Yuto | Fixture |
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JP2012067476A (en) | 2010-09-22 | 2012-04-05 | Nakamura Yuto | Fixture |
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