JP2019206874A - Free access floor - Google Patents

Free access floor Download PDF

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JP2019206874A
JP2019206874A JP2018103465A JP2018103465A JP2019206874A JP 2019206874 A JP2019206874 A JP 2019206874A JP 2018103465 A JP2018103465 A JP 2018103465A JP 2018103465 A JP2018103465 A JP 2018103465A JP 2019206874 A JP2019206874 A JP 2019206874A
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panel
floor
reinforcing plate
thickness
height
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JP7046722B2 (en
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尚利 安田
Naotoshi Yasuda
尚利 安田
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Ahresty Corp
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Ahresty Corp
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Abstract

To provide a free access floor capable of using a panel with high intensity and high rigidity in a part of a floor surface.SOLUTION: A free access floor comprises a plurality of support members disposed on a base floor, and a plurality of first and second panels placed on the plurality of support members. The first panel comprises a plate part configuring a flat upper surface, and a plurality of ribs protruding from a lower surface of the plate part and intersecting one another. The second panel comprises a base panel having a plate part and a plurality of ribs, a stiffening plate having a thickness of 5 mm or more superposed on the entire surface of the base panel to configure a floor surface, and a fixing part for fixing the stiffening plate to the base panel. The height from the base floor to the floor surface by the upper surface of the first panel and the height from the base floor to the floor surface by the stiffening plate of the second panel are the same.SELECTED DRAWING: Figure 1

Description

本発明は、基礎床の上に空間を設けて床面を形成するフリーアクセスフロアに関するものである。   The present invention relates to a free access floor in which a space is formed on a foundation floor to form a floor surface.

従来、基礎床に配置した複数の支持部材の上に複数の床パネルを載せ、その床パネルで床面を形成することで、各種機器の電源コードや通信ケーブル等を収容する空間を床面と基礎床との間に設けるフリーアクセスフロアが知られている(特許文献1)。電算機などの機器を搭載したラックや製造装置などの重量物が床パネル上に置かれるので、床パネルの強度や剛性を高くする必要がある。特許文献1に開示されるフリーアクセスフロアの床パネルは、床面を構成する表板部の下面から複数のリブが突出したパネル本体部と、そのパネル本体部のリブの下端に接合される補強板とを備えている。この補強板により床パネルの強度および剛性を高くしている。   Conventionally, by placing a plurality of floor panels on a plurality of support members arranged on a foundation floor and forming the floor surface with the floor panels, a space for accommodating power cords and communication cables of various devices is defined as a floor surface. A free access floor provided between the base floor and the base floor is known (Patent Document 1). Since heavy objects such as racks and manufacturing equipment equipped with devices such as computers are placed on the floor panel, it is necessary to increase the strength and rigidity of the floor panel. The floor panel of the free access floor disclosed in Patent Document 1 includes a panel main body portion in which a plurality of ribs protrude from the lower surface of the front plate portion constituting the floor surface, and a reinforcement bonded to the lower ends of the ribs of the panel main body portion. And a board. This reinforcing plate increases the strength and rigidity of the floor panel.

特開2010−043448号公報JP 2010-043448 A

しかしながら、上記従来の技術では、パネル本体部のみに比べて高強度化・高剛性化された床パネルは重いため、全てを高強度・高剛性の床パネルにすると、フリーアクセスフロアの施工時に床パネルを敷く作業者の負担が大きくなり好ましくない。   However, in the conventional technology described above, the floor panels with higher strength and higher rigidity than the panel body alone are heavy. Therefore, if all floor panels are made with high strength and high rigidity, the floor panel will be used when constructing the free access floor. The burden on the worker who lays the panel is increased, which is not preferable.

本発明は上述した問題点を解決するためになされたものであり、床面の一部に高強度・高剛性のパネルを用いることができるフリーアクセスフロアを提供することを目的とする。   The present invention has been made to solve the above-described problems, and an object thereof is to provide a free access floor in which a high-strength and high-rigidity panel can be used as a part of the floor surface.

この目的を達成するために本発明のフリーアクセスフロアは、基礎床に配置される複数の支持部材と、複数の前記支持部材にそれぞれ載せられる複数の第1パネル及び第2パネルとを備え、前記第1パネルは、平坦な上面を構成する板部と、前記板部の下面から突出して互いに交差する複数のリブとを備え、前記第2パネルは、前記板部および複数の前記リブを有するベースパネルと、前記ベースパネルの全面の上に重ねられて床面を構成する厚さ5mm以上の補強板と、前記ベースパネルに前記補強板を固定する固定部とを備え、前記第1パネルの前記上面による床面までの前記基礎床からの高さと、前記第2パネルの前記補強板による床面までの前記基礎床からの高さとが同一である。   In order to achieve this object, a free access floor according to the present invention includes a plurality of support members disposed on a base floor, and a plurality of first panels and second panels respectively mounted on the plurality of support members, The first panel includes a plate portion forming a flat upper surface and a plurality of ribs protruding from the lower surface of the plate portion and intersecting with each other, and the second panel includes a base having the plate portion and the plurality of ribs. A panel, a reinforcing plate having a thickness of 5 mm or more that forms a floor surface overlaid on the entire surface of the base panel, and a fixing portion that fixes the reinforcing plate to the base panel. The height from the foundation floor to the floor surface by the upper surface is the same as the height from the foundation floor to the floor surface by the reinforcing plate of the second panel.

請求項1記載のフリーアクセスフロアによれば、第2パネルは、板部および複数のリブを有するベースパネルの全面の上に厚さ5mm以上の補強板が重ねられ、固定部により補強板がベースパネルに固定される。これにより、第2パネルの強度や剛性を高くできる。さらに、第1パネルの板部の上面による床面までの基礎床からの高さと、第2パネルの補強板による床面までの基礎床からの高さとが同一である。これにより、第1パネルと同様な構成のベースパネルに補強板を重ねて第2パネルを形成しても、第1パネルと第2パネルとの境界に段差を生じ難くできる。よって、第1パネルと第2パネルとの境界に段差を生じ難くしつつ、床面の一部に高強度・高剛性の第2パネルを用いることができる。   According to the free access floor of claim 1, the second panel has a reinforcing plate having a thickness of 5 mm or more over the entire surface of the base panel having the plate portion and the plurality of ribs, and the reinforcing plate serves as a base by the fixing portion. Fixed to the panel. Thereby, the intensity | strength and rigidity of a 2nd panel can be made high. Furthermore, the height from the foundation floor to the floor surface by the upper surface of the plate portion of the first panel is the same as the height from the foundation floor to the floor surface by the reinforcing plate of the second panel. Thereby, even if the reinforcing panel is overlapped on the base panel having the same configuration as that of the first panel to form the second panel, it is difficult to cause a step at the boundary between the first panel and the second panel. Therefore, it is possible to use a high-strength and high-rigidity second panel on a part of the floor surface while making it difficult for a step to occur at the boundary between the first panel and the second panel.

請求項2記載のフリーアクセスフロアによれば、隣り合う第1パネル及び第2パネルが支持部材の載置部に載せられる。載置部は、第1パネルが載せられる部分の基礎床からの高さと、第2パネルが載せられる部分の基礎床からの高さとが同一である。そして、ベースパネルのうち載置部に載せられる部分の厚さは、第1パネルのうち載置部に載せられる部分の厚さよりも補強板の厚さだけ小さい。これにより、ベースパネルの上に補強板を重ねた第2パネルを載置部に載せ、その第2パネルと隣り合う第1パネルを同じ載置部に載せたとき、第1パネルの床面の高さと第2パネルの床面の高さとを簡単な構成で同一にできる。その結果、請求項1の効果に加え、第1パネルとの境界に段差を生じ難い高強度・高剛性の第2パネルを容易に形成できる。   According to the free access floor of the second aspect, the adjacent first panel and second panel are placed on the mounting portion of the support member. The height of the part on which the first panel is placed from the base floor is the same as the height of the part on which the second panel is placed from the base floor. And the thickness of the part mounted in a mounting part among base panels is smaller by the thickness of a reinforcement board than the thickness of the part mounted in a mounting part among 1st panels. Accordingly, when the second panel in which the reinforcing plate is superimposed on the base panel is placed on the placement portion, and the first panel adjacent to the second panel is placed on the same placement portion, the floor surface of the first panel is The height and the height of the floor surface of the second panel can be made the same with a simple configuration. As a result, in addition to the effect of the first aspect, it is possible to easily form a high-strength and high-rigidity second panel that hardly causes a step at the boundary with the first panel.

請求項3記載のフリーアクセスフロアによれば、第1パネルのうち載置部に載せられる部分を下方から補強板の厚さだけ除去したものがベースパネルである。このように第1パネルへの僅かな加工によりベースパネルを形成しつつ、第2パネルの床面の高さと第1パネルの床面の高さとを容易に合わせることができる。その結果、請求項2の効果に加え、第1パネルとの境界に段差を生じ難い高強度・高剛性の第2パネルをより容易に形成できる。   According to the free access floor of the third aspect, the base panel is obtained by removing the portion of the first panel that is placed on the mounting portion from the lower side by the thickness of the reinforcing plate. In this manner, the height of the floor surface of the second panel and the height of the floor surface of the first panel can be easily matched while forming the base panel by a slight process on the first panel. As a result, in addition to the effect of the second aspect, it is possible to more easily form a high-strength and high-rigidity second panel that hardly causes a step at the boundary with the first panel.

請求項4記載のフリーアクセスフロアによれば、載置部に載せられる部分の第1パネルのリブの高さが補強板の厚さ以上である。そのため、載置部に載せられる部分の第1パネルのリブを補強板の厚さだけ除去することで、板部が載置部に干渉しないベースパネルを容易に形成できる。その結果、請求項3の効果に加え、第1パネルとの境界に段差を生じ難い高強度・高剛性の第2パネルを更に容易に形成できる。   According to the free access floor of Claim 4, the height of the rib of the 1st panel of the part mounted in a mounting part is more than the thickness of a reinforcement board. Therefore, the base panel in which the plate portion does not interfere with the placement portion can be easily formed by removing the rib of the first panel at the portion placed on the placement portion by the thickness of the reinforcing plate. As a result, in addition to the effect of the third aspect, it is possible to more easily form a high-strength and high-rigidity second panel that hardly causes a step at the boundary with the first panel.

請求項5記載のフリーアクセスフロアによれば、支持部材は、載置部から上方に突出してリブの間に配置される突出部を備える。載置部に載せられる部分の第1パネルのリブの高さは、補強板の厚さと突出部の高さとの合計値以上である。そのため、載置部に載せられる部分の第1パネルのリブを補強板の厚さだけ除去して板部の一部を除去せずに、板部が突出部に干渉しないベースパネルを容易に形成できる。その結果、請求項4の効果に加え、第1パネルとの境界に段差を生じ難い高強度・高剛性の第2パネルをより一層容易に形成できる。   According to the free access floor of the fifth aspect, the support member includes the protruding portion that protrudes upward from the placement portion and is disposed between the ribs. The height of the rib of the 1st panel of the part mounted in a mounting part is more than the total value of the thickness of a reinforcement board, and the height of a protrusion part. Therefore, the base panel where the plate part does not interfere with the protruding part can be easily formed without removing the rib of the first panel at the portion to be placed on the placement part by the thickness of the reinforcing plate and removing a part of the plate part. it can. As a result, in addition to the effect of the fourth aspect, it is possible to further easily form a high-strength and high-rigidity second panel that hardly causes a step at the boundary with the first panel.

請求項6記載のフリーアクセスフロアによれば、固定部は、ベースパネル及び補強板を板厚方向に貫通する貫通孔に挿入されて、ベースパネル及び補強板を支持部材に固定する軸状の締結部材である。この締結部材を外した状態では、ベースパネルと補強板とが固定されていないので、フリーアクセスフロアの施工時や解体時などベースパネルと補強板とを別々に取り扱うことができる。その結果、請求項1から5のいずれかの効果に加え、フリーアクセスフロアの施工時や解体時など、ベースパネルや補強板を持つ作業者の負担を軽減できる。   According to the free access floor of claim 6, the fixing portion is inserted into a through-hole penetrating the base panel and the reinforcing plate in the plate thickness direction, and is fixed in a shaft shape to fix the base panel and the reinforcing plate to the support member. It is a member. In a state where the fastening member is removed, the base panel and the reinforcing plate are not fixed, so that the base panel and the reinforcing plate can be handled separately such as during construction or dismantling of the free access floor. As a result, in addition to the effect of any one of claims 1 to 5, it is possible to reduce the burden on an operator who has a base panel and a reinforcing plate, such as when constructing or dismantling a free access floor.

一実施の形態におけるフリーアクセスフロアの斜視図である。It is a perspective view of the free access floor in one embodiment. 図1のII−II線におけるフリーアクセスフロアの断面図である。It is sectional drawing of the free access floor in the II-II line of FIG.

以下、本発明の好ましい実施の形態について、添付図面を参照して説明する。図1及び図2を参照して一実施の形態におけるフリーアクセスフロア1について説明する。図1はフリーアクセスフロア1の斜視図である。図2は図1のII−II線におけるフリーアクセスフロア1の断面図である。理解を容易にするため図1では、複数の支持部材10のうち1つと、その1つの支持部材10に支持される計4枚の第1パネル20及び第2パネル25のうち1枚ずつとが図示されている。また図2では、支持部材10の断面図が省略されて支持部材10の正面図が図示されている。   DESCRIPTION OF EXEMPLARY EMBODIMENTS Hereinafter, preferred embodiments of the invention will be described with reference to the accompanying drawings. A free access floor 1 according to an embodiment will be described with reference to FIGS. 1 and 2. FIG. 1 is a perspective view of the free access floor 1. FIG. 2 is a sectional view of the free access floor 1 taken along the line II-II in FIG. In FIG. 1, for ease of understanding, one of the plurality of support members 10 and one of the four first panels 20 and the second panel 25 supported by the one support member 10 are included. It is shown in the figure. Further, in FIG. 2, a sectional view of the support member 10 is omitted, and a front view of the support member 10 is illustrated.

図1及び図2に示すように、フリーアクセスフロア1は、基礎床(図示せず)に配置される複数の支持部材10と、複数の支持部材10により下方から支持されて床面4を構成する複数の第1パネル20及び第2パネル25とを備える。フリーアクセスフロア1は、床面4を構成する第1パネル20及び第2パネル25と基礎床との間に空間を形成するためのものである。この空間には、床面4に置いた各種機器の電源コードや通信ケーブル、空調配管などが収容される。   As shown in FIGS. 1 and 2, the free access floor 1 includes a plurality of support members 10 arranged on a foundation floor (not shown), and is supported from below by the plurality of support members 10 to form a floor surface 4. A plurality of first panels 20 and second panels 25 are provided. The free access floor 1 is for forming a space between the first panel 20 and the second panel 25 constituting the floor surface 4 and the foundation floor. In this space, power cords, communication cables, air conditioning pipes, and the like of various devices placed on the floor surface 4 are accommodated.

支持部材10は、基礎床に固定される支持脚11と、支持脚11のおねじ12に螺合されるナット13と、ナット13上に載せられる筒体14と、筒体14の上端に連結される載置部15と、載置部15から上方に突出する突出部16とを備える。このような支持部材10は、計4枚の第1パネル20や第2パネル25の角が突き合わされる位置、即ち第1パネル20や第2パネル25の四隅に配置される。   The support member 10 is connected to a support leg 11 fixed to the foundation floor, a nut 13 screwed to the male screw 12 of the support leg 11, a cylinder body 14 placed on the nut 13, and an upper end of the cylinder body 14. And a projecting portion 16 projecting upward from the placing portion 15. Such support members 10 are arranged at positions where the corners of the four first panels 20 and the second panels 25 in total, that is, at the four corners of the first panel 20 and the second panel 25.

筒体14は、支持脚11の一部が挿入される部位であり、径方向の一部を止めねじ14aが貫通している。載置部15は、上面視が方形状の部位である。載置部15の上面による載置面15aには、計4枚の第1パネル20や第2パネル25の角が載せられる。載置面15aは、第1パネル20や第2パネル25それぞれが載せられる部分の基礎床からの高さH3が同一である。   The cylindrical body 14 is a part into which a part of the support leg 11 is inserted, and a set screw 14a passes through a part in the radial direction. The placement part 15 is a part having a square shape when viewed from above. A total of four corners of the first panel 20 and the second panel 25 are placed on the placement surface 15 a formed by the upper surface of the placement unit 15. The placement surface 15a has the same height H3 from the base floor of the portion on which the first panel 20 and the second panel 25 are placed.

突出部16は、載置面15aの略四隅からそれぞれ上方に突出する上面視が略方形状の部位である。突出部16は、後述する第1パネル20及び第2パネル25のリブ22,28の間に配置されて、支持部材10に対して第1パネル20及び第2パネル25(リブ22,28)を位置決めする。   The protruding portion 16 is a portion having a substantially rectangular shape when viewed from above, protruding upward from substantially four corners of the mounting surface 15a. The protruding portion 16 is disposed between ribs 22 and 28 of the first panel 20 and the second panel 25 described later, and the first panel 20 and the second panel 25 (ribs 22 and 28) with respect to the support member 10. Position.

載置部15及び突出部16には、上下に貫通する挿入孔17が形成されている。この挿入孔17には、第1パネル20及び第2パネル25を貫通したボルト18が挿入される。載置部15には、挿入孔17に挿入されたボルト18が螺合されるナット19が内部に配置されている。第1パネル20及び第2パネル25を貫通したボルト18がナット19に螺合されることによって、第1パネル20及び第2パネル25が載置部15に固定される。   The mounting portion 15 and the protruding portion 16 are formed with insertion holes 17 penetrating vertically. A bolt 18 penetrating the first panel 20 and the second panel 25 is inserted into the insertion hole 17. A nut 19 into which a bolt 18 inserted into the insertion hole 17 is screwed is disposed in the mounting portion 15. The bolts 18 penetrating the first panel 20 and the second panel 25 are screwed into the nut 19, whereby the first panel 20 and the second panel 25 are fixed to the mounting portion 15.

おねじ12に対してナット13を回すことで、ナット13の上下位置が調整される。これに伴い、ナット13上に載せられる筒体14の上下位置が調整され、筒体14に連結される載置部15の載置面15aの高さH3が調整される。これにより、載置面15aに載せられた第1パネル20及び第2パネル25の上下位置(基礎床から床面4までの高さH1,H2)が調整される。なお、ナット13の一部を径方向に貫通する止めねじ13aを支持脚11に突き当てることでナット13の回り止めがされ、筒体14の止めねじ14aを支持脚11に突き当てることで筒体14の回り止めがされる。   By turning the nut 13 with respect to the male screw 12, the vertical position of the nut 13 is adjusted. Along with this, the vertical position of the cylinder 14 placed on the nut 13 is adjusted, and the height H3 of the mounting surface 15a of the mounting portion 15 connected to the cylinder 14 is adjusted. Thereby, the vertical position (height H1, H2 from the foundation floor to the floor surface 4) of the 1st panel 20 and the 2nd panel 25 mounted on the mounting surface 15a is adjusted. The nut 13 is prevented from rotating by abutting a set screw 13 a that penetrates a part of the nut 13 in the radial direction against the support leg 11, and the set screw 14 a of the cylinder 14 is abutted against the support leg 11. The body 14 is prevented from rotating.

第1パネル20は、方形状の平板からなる板部21と、板部21の下面から突出して互いに交差する複数のリブ22とを備える。この板部21及びリブ22は、ダイカストにより一体成形されるアルミニウム合金製の鋳造品である。このように、板部21にリブ22を設けることで、第1パネル20を軽量化しつつ第1パネル20の強度や剛性を確保できる。   The first panel 20 includes a plate portion 21 made of a rectangular flat plate and a plurality of ribs 22 protruding from the lower surface of the plate portion 21 and intersecting each other. The plate portion 21 and the rib 22 are cast products made of aluminum alloy that are integrally formed by die casting. As described above, by providing the ribs 22 on the plate portion 21, it is possible to secure the strength and rigidity of the first panel 20 while reducing the weight of the first panel 20.

第1パネル20の板部21の上面は、平坦であり、第1パネル20の床面4を構成する。本実施の形態では、第1パネル20のリブ22の高さL1は全て同一である。リブ22の太さや間隔(数)は適宜設定され、リブ22が太く、リブ22の間隔が狭い(数が多い)程、第1パネル20の強度や剛性は高くなるが重くなる。また、板部21の板厚が大きい程、第1パネル20の強度や剛性は高くなるが重くなる。   The upper surface of the plate portion 21 of the first panel 20 is flat and constitutes the floor surface 4 of the first panel 20. In the present embodiment, the heights L1 of the ribs 22 of the first panel 20 are all the same. The thickness and interval (number) of the ribs 22 are set as appropriate. The thicker the ribs 22 and the narrower the interval between the ribs 22 (the greater the number), the higher the strength and rigidity of the first panel 20, but the heavier. Moreover, the larger the plate thickness of the plate portion 21, the higher the strength and rigidity of the first panel 20, but the heavier.

第1パネル20を載置面15aに載せるときには、第1パネル20の角のリブ22が載置面15aに載せられる。そして載置面15aに載せられた複数のリブ22の間に突出部16が配置されて、突出部16によってリブ22(第1パネル20)が位置決めされる。さらに、載置面15aに載せられたリブ22で囲まれた部分の板部21には、ボルト18の頭部が嵌まると共にボルト18の軸部が貫通する第1孔23が板厚方向に貫通形成されている。   When the first panel 20 is placed on the placement surface 15a, the corner ribs 22 of the first panel 20 are placed on the placement surface 15a. And the protrusion part 16 is arrange | positioned between the some rib 22 mounted on the mounting surface 15a, and the rib 22 (1st panel 20) is positioned by the protrusion part 16. FIG. Further, a first hole 23 through which the head portion of the bolt 18 fits and the shaft portion of the bolt 18 passes is formed in the plate thickness direction in the portion of the plate portion 21 surrounded by the rib 22 placed on the placement surface 15a. It is formed through.

第2パネル25は、板部21及び複数のリブ22を有するベースパネル26と、ベースパネル26の全面の上に重ねられて床面4を構成する補強板27とを備える。ベースパネル26は、第1パネル20のうち載置面15aに載せられる部分(リブ22の下部)を下方から補強板27の厚さL2だけ切削加工や研削加工などにより除去したものである。以下の説明では、この一部が除去されたリブをリブ28として説明する。また図2には、この除去した部分の外形が二点鎖線で図示されている。   The second panel 25 includes a base panel 26 having a plate portion 21 and a plurality of ribs 22, and a reinforcing plate 27 that is superimposed on the entire surface of the base panel 26 and constitutes the floor surface 4. The base panel 26 is obtained by removing a portion (a lower portion of the rib 22) of the first panel 20 on the mounting surface 15a from below by a thickness L2 of the reinforcing plate 27 by cutting or grinding. In the following description, the rib from which this part has been removed will be described as the rib 28. Further, in FIG. 2, the outer shape of the removed portion is shown by a two-dot chain line.

補強板27は、厚さL2が5mm以上15mm以下の鋼板である。上面視において、ベースパネル26(板部21)の形状および寸法と、補強板27の形状および寸法とが同一である。補強板27の縁と板部21の縁とが平行になるように、補強板27がベースパネル26に重ねられる。即ち、ベースパネル26の縁から補強板27が張り出すことなく、ベースパネル26の全面に補強板27が重ねられる。   The reinforcing plate 27 is a steel plate having a thickness L2 of 5 mm or more and 15 mm or less. In top view, the shape and dimensions of the base panel 26 (plate portion 21) and the shape and dimensions of the reinforcing plate 27 are the same. The reinforcing plate 27 is stacked on the base panel 26 so that the edge of the reinforcing plate 27 and the edge of the plate portion 21 are parallel to each other. That is, the reinforcing plate 27 is overlaid on the entire surface of the base panel 26 without protruding from the edge of the base panel 26.

板部21に重ねた補強板27には、板部21の第1孔23(貫通孔の一部)の直上に第2孔29(貫通孔の一部)が板厚方向に貫通形成されている。第2孔29は、ボルト18の頭部が嵌まると共にボルト18の軸部が貫通する孔である。この補強板27の第2孔29に挿入したボルト18を、ベースパネル26の第1孔23に挿入しつつ載置部15内のナット19に螺合させることで、補強板27及びベースパネル26が載置部15に固定される。この載置部15への固定に伴い、ボルト18(固定部)により補強板27がベースパネル26に固定される。   The reinforcing plate 27 superimposed on the plate portion 21 is formed with a second hole 29 (a part of the through hole) penetratingly formed in the plate thickness direction immediately above the first hole 23 (a part of the through hole) of the plate portion 21. Yes. The second hole 29 is a hole through which the head portion of the bolt 18 fits and the shaft portion of the bolt 18 passes therethrough. The bolt 18 inserted into the second hole 29 of the reinforcing plate 27 is screwed into the nut 19 in the mounting portion 15 while being inserted into the first hole 23 of the base panel 26, so that the reinforcing plate 27 and the base panel 26 are inserted. Is fixed to the mounting portion 15. Along with the fixing to the mounting portion 15, the reinforcing plate 27 is fixed to the base panel 26 by the bolt 18 (fixing portion).

以上のようなフリーアクセスフロア1によれば、第1パネル20と同様な構成のベースパネル26の板部21の全面の上に、厚さL2が5mm以上の鋼板である補強板27が重ねられ、ボルト18により補強板27がベースパネル26に固定されて第2パネル25が形成される。これにより、簡単な構成で第2パネル25の強度や剛性を高くできる。特に、第1パネル20の強度や剛性よりも、第2パネル25の強度や剛性が高く設定される。   According to the above-described free access floor 1, the reinforcing plate 27, which is a steel plate having a thickness L2 of 5 mm or more, is superimposed on the entire surface of the plate portion 21 of the base panel 26 having the same configuration as the first panel 20. The reinforcing plate 27 is fixed to the base panel 26 by the bolts 18 to form the second panel 25. Thereby, the strength and rigidity of the second panel 25 can be increased with a simple configuration. In particular, the strength and rigidity of the second panel 25 are set higher than the strength and rigidity of the first panel 20.

そのため、例えば四隅が支持部材10に支持された第2パネル25の中央を支持部材10で支持しなくても、補強板27によって第2パネル25を高強度・高剛性にできる。その結果、第2パネル25の中央に設けた支持部材10によって第2パネル25と基礎床との間の空間が狭くなることを防止できる。   Therefore, for example, even if the center of the second panel 25 supported at the four corners by the support member 10 is not supported by the support member 10, the second panel 25 can be made to have high strength and high rigidity by the reinforcing plate 27. As a result, the space between the second panel 25 and the foundation floor can be prevented from being narrowed by the support member 10 provided at the center of the second panel 25.

第1パネル20の配置箇所と、第1パネル20を流用して高強度化・高剛性化された第2パネル25の配置箇所とが、床面4に置かれる機器の重さや機器の有無に応じて分けられる。そして、隣り合う第1パネル20及び第2パネル25が1つの載置面15aに載せられると共に、第1パネル20及び第2パネル25それぞれが載せられる部分の載置面15aの高さH3が同じに設定されることで、支持部材10の構成が簡素化される。   The placement location of the first panel 20 and the placement location of the second panel 25 that has been increased in strength and rigidity using the first panel 20 depend on the weight of the device placed on the floor surface 4 and the presence or absence of the device. Divided accordingly. The adjacent first panel 20 and second panel 25 are placed on one placement surface 15a, and the height H3 of the placement surface 15a of the portion on which each of the first panel 20 and the second panel 25 is placed is the same. By being set to, the structure of the support member 10 is simplified.

さらに、第2パネル25のベースパネル26のうち載置面15aに載せられる部分(板部21及びリブ28)の厚さL4は、第1パネル20のうち載置面15aに載せられる部分の厚さL5よりも補強板27の厚さL2だけ小さい。そのため、簡素化された1つの支持部材10の載置面15aに第1パネル20及び第2パネル25を載せることにより、第1パネル20の板部21の上面による床面4までの基礎床からの高さH1と、第2パネル25の補強板27による床面4までの基礎床からの高さH2とを同一にできる。これらの結果、第1パネル20との境界に段差を生じ難くしつつ、床面4の一部に高強度・高剛性の第2パネル25を用いることができる。   Further, the thickness L4 of the portion (the plate portion 21 and the rib 28) placed on the placement surface 15a in the base panel 26 of the second panel 25 is the thickness of the portion of the first panel 20 placed on the placement surface 15a. The thickness L2 of the reinforcing plate 27 is smaller than the thickness L5. Therefore, by placing the first panel 20 and the second panel 25 on the placement surface 15a of one simplified support member 10, it is possible to remove from the foundation floor up to the floor surface 4 by the upper surface of the plate portion 21 of the first panel 20. And the height H2 from the foundation floor to the floor surface 4 by the reinforcing plate 27 of the second panel 25 can be made the same. As a result, the second panel 25 having high strength and high rigidity can be used for a part of the floor surface 4 while making it difficult to produce a step at the boundary with the first panel 20.

なお、ベースパネル26に補強板27を重ねず、板部21の厚さやリブ22の太さを大きくしたり、リブ22の数を多くしたりすることで高強度化・高剛性化したベースパネル26を、第2パネル25の代わりに高強度パネルとして用いることが可能である。しかし、このような高強度パネルをダイカストにより一体成形するには、型締力が大きいダイカストマシンが必要になることがあり好ましくない。また、板部21の厚さやリブ22の太さを大きくしたり、リブ22の数を多くしたりすることで、高強度パネルが重くなるので、ダイカストによる成形後の後加工時やフリーアクセスフロア1の施工時や解体時に、高強度パネルを持つ作業者の負担が大きくなる。   Note that the base panel 26 does not overlap with the reinforcing plate 27, and the base panel 26 is increased in strength and rigidity by increasing the thickness of the plate portion 21 and the thickness of the ribs 22 or increasing the number of ribs 22. 26 can be used as a high-strength panel instead of the second panel 25. However, in order to integrally mold such a high-strength panel by die casting, a die casting machine having a large mold clamping force may be required, which is not preferable. In addition, increasing the thickness of the plate portion 21 and the thickness of the ribs 22 and increasing the number of ribs 22 increase the weight of the high-strength panel. At the time of construction or dismantling of 1, the burden on workers with high-strength panels is increased.

これに対して本実施の形態では、ダイカストにより一体成形されたベースパネル26の上に補強板27を重ねることで、高強度・高剛性の第2パネル25が形成されている。これにより、第2パネル25を高強度化・高剛性化するために、リブ22を増やす等してベースパネル26自体を高強度化・高剛性化する必要がないので、ベースパネル26を一体成形するダイカストマシンの型締力を比較的小さくできる。   In contrast, in the present embodiment, the second panel 25 having high strength and high rigidity is formed by overlapping the reinforcing plate 27 on the base panel 26 integrally formed by die casting. Thereby, in order to increase the strength and rigidity of the second panel 25, it is not necessary to increase the strength and rigidity of the base panel 26 itself by increasing the ribs 22 and so on, so that the base panel 26 is integrally formed. The mold clamping force of the die casting machine can be made relatively small.

また、ベースパネル26及び補強板27がボルト18で載置部15に固定されるが、ボルト18を外した状態では、ベースパネル26と補強板27とが互いに固定されていない。そのため、フリーアクセスフロア1の施工時や解体時、ベースパネル26や補強板27への後加工時など、ベースパネル26と補強板27とを別々に取り扱うことができる。その結果、補強板27がベースパネル26に固定された第2パネル25を作業者が持つ場合に比べて、補強板27やベースパネル26を別々に持つ作業者への負担を軽減できる。   Further, the base panel 26 and the reinforcing plate 27 are fixed to the mounting portion 15 with the bolts 18, but the base panel 26 and the reinforcing plate 27 are not fixed to each other when the bolts 18 are removed. Therefore, the base panel 26 and the reinforcing plate 27 can be handled separately, such as when the free access floor 1 is constructed or disassembled, or when the base panel 26 or the reinforcing plate 27 is post-processed. As a result, compared with a case where the worker has the second panel 25 in which the reinforcing plate 27 is fixed to the base panel 26, the burden on the worker who has the reinforcing plate 27 and the base panel 26 separately can be reduced.

さらに、ベースパネル26の縁から補強板27が張り出すことなく、ベースパネル26に補強板27が重ねられているので、1枚の補強板27が複数のベースパネル26を跨いで重なることを防止できる。これにより、1枚の第2パネル25のみを取り外し易くできるので、床下のコードやケーブル等の保守時や点検時に取り外す第2パネル25の数を少なくできる。   Furthermore, since the reinforcing plate 27 is stacked on the base panel 26 without the reinforcing plate 27 protruding from the edge of the base panel 26, it is possible to prevent one reinforcing plate 27 from overlapping the plurality of base panels 26. it can. As a result, only one second panel 25 can be easily removed, so the number of second panels 25 to be removed can be reduced during maintenance or inspection of cords and cables under the floor.

ベースパネル26は、第1パネル20のうち載置面15aに載せられる部分を下方から補強板27の厚さL2だけ除去したものである。そのため、第1パネル20への僅かな加工によりベースパネル26を形成しつつ、第1パネル20の床面4の高さH1と第2パネル25の床面4の高さH2とを容易に合わせることができる。その結果、第1パネル20との境界に段差を生じ難い高強度・高剛性の第2パネル25をより容易に形成できる。また、第1パネル20を流用してベースパネル26が形成されるので、ベースパネル26用の金型を不要にできる。   The base panel 26 is obtained by removing a portion of the first panel 20 placed on the placement surface 15a by a thickness L2 of the reinforcing plate 27 from below. Therefore, the height H1 of the floor surface 4 of the first panel 20 and the height H2 of the floor surface 4 of the second panel 25 are easily matched while forming the base panel 26 by a slight process on the first panel 20. be able to. As a result, it is possible to more easily form the high-strength and high-rigidity second panel 25 that is less likely to cause a step at the boundary with the first panel 20. In addition, since the base panel 26 is formed by diverting the first panel 20, a mold for the base panel 26 can be dispensed with.

なお、ベースパネル26に流用される第1パネル20は、第2パネル25に隣り合う第1パネル20と完全に同一である必要はない。ベースパネル26に加工する前の第1パネル20と、第2パネル25に隣り合う第1パネル20とは、上面視における外形形状や寸法が同一であり、載置面15aに載せられる部分の厚さL5が同一であれば良い。両者の素材やリブ22の位置、数、太さ等を適宜変更しても良い。   The first panel 20 that is diverted to the base panel 26 does not have to be completely the same as the first panel 20 adjacent to the second panel 25. The first panel 20 before being processed into the base panel 26 and the first panel 20 adjacent to the second panel 25 have the same outer shape and dimensions in a top view, and the thickness of the portion placed on the placement surface 15a. The length L5 may be the same. You may change suitably the raw material of both, the position of the rib 22, a number, thickness, etc.

載置面15aに載せられる部分の第1パネル20のリブ22の高さL1は、補強板27の厚さL2以上である。ここで、厚さL2よりも高さL1が小さい場合には、載置面15aに載せられる部分の第1パネル20のリブ22を全て除去すると共に、載置面15aに干渉する板部21の一部を除去する必要がある。これにより、第1パネル20の床面4の高さH1と第2パネル25の床面4の高さH2とを同一にするためのベースパネル26が第1パネル20から形成される。   The height L1 of the rib 22 of the part of the first panel 20 on the mounting surface 15a is equal to or greater than the thickness L2 of the reinforcing plate 27. Here, when the height L1 is smaller than the thickness L2, the ribs 22 of the part of the first panel 20 placed on the placement surface 15a are all removed and the plate portion 21 that interferes with the placement surface 15a is removed. Some need to be removed. Thereby, the base panel 26 for making the height H1 of the floor surface 4 of the first panel 20 the same as the height H2 of the floor surface 4 of the second panel 25 is formed from the first panel 20.

本実施の形態では、高さL1が厚さL2以上なので、載置面15aに載せられる部分の第1パネル20のリブ22を補強板27の厚さL2だけ除去してリブ28を形成することで、板部21が載置面15aに干渉しないベースパネル26を容易に形成できる。その結果、第1パネル20との境界に段差を生じ難い高強度・高剛性の第2パネル25を更に容易に形成できる。   In the present embodiment, since the height L1 is equal to or greater than the thickness L2, the ribs 22 of the first panel 20 on the placement surface 15a are removed by the thickness L2 of the reinforcing plate 27 to form the ribs 28. Thus, the base panel 26 in which the plate portion 21 does not interfere with the placement surface 15a can be easily formed. As a result, the high-strength and high-rigidity second panel 25 that hardly causes a step at the boundary with the first panel 20 can be formed more easily.

さらに、載置面15aに載せられる部分の第1パネル20のリブ22の高さL1は、補強板27の厚さL2と突出部16の高さL3との合計値以上である。これにより、載置面15aに載せられる部分の第1パネル20のリブ22を補強板27の厚さL2だけ除去してリブ28を形成し、板部21の一部を除去せずに、板部21が突出部16に干渉しないベースパネル26を容易に形成できる。その結果、第1パネル20との境界に段差を生じ難い高強度・高剛性の第2パネル25をより一層容易に形成できる。   Further, the height L1 of the rib 22 of the first panel 20 on the portion placed on the placement surface 15a is equal to or greater than the total value of the thickness L2 of the reinforcing plate 27 and the height L3 of the protruding portion 16. As a result, the ribs 22 of the first panel 20 that are placed on the mounting surface 15a are removed by the thickness L2 of the reinforcing plate 27 to form the ribs 28, and the plate 21 is not removed without removing a portion of the plate portion 21. The base panel 26 in which the portion 21 does not interfere with the protruding portion 16 can be easily formed. As a result, the high-strength and high-rigidity second panel 25 that hardly causes a step at the boundary with the first panel 20 can be formed more easily.

第1パネル20やベースパネル26がアルミニウム合金製であるのに対し、アルミニウム合金よりも硬い鋼から補強板27が構成されるので、補強板27によって第2パネル25の強度や剛性をより高くできる。また、補強板27の厚さL2が5mm以上なので、補強板27によって第2パネル25の強度や剛性を十分に高くできる。なお、補強板27の厚さL2は15mm以下であることが好ましい。これにより、補強板27が重くなり過ぎることを防止できるので、フリーアクセスフロア1の施工や解体などで補強板27を持つ作業者の負担を軽減できる。また、補強板27の厚さL2は10mm〜15mmの間に設定されることがより好ましい。この場合には、フリーアクセスフロア1の施工や解体などで補強板27を持つ作業者の負担を軽減しつつ、補強板27によって第2パネル25の強度や剛性をより高くできる。   While the first panel 20 and the base panel 26 are made of an aluminum alloy, the reinforcing plate 27 is made of steel harder than the aluminum alloy, so that the strength and rigidity of the second panel 25 can be increased by the reinforcing plate 27. . Further, since the thickness L2 of the reinforcing plate 27 is 5 mm or more, the strength and rigidity of the second panel 25 can be sufficiently increased by the reinforcing plate 27. The thickness L2 of the reinforcing plate 27 is preferably 15 mm or less. Thereby, since it can prevent that the reinforcement board 27 becomes too heavy, the burden of the operator who has the reinforcement board 27 by construction, dismantling, etc. of the free access floor 1 can be reduced. The thickness L2 of the reinforcing plate 27 is more preferably set between 10 mm and 15 mm. In this case, the strength and rigidity of the second panel 25 can be increased by the reinforcing plate 27 while reducing the burden on the worker who has the reinforcing plate 27 in the construction or dismantling of the free access floor 1.

第2パネル25の補強板27の床面4と、第1パネル20の板部21の床面4とに同様の表面加工(塗装や樹脂タイルの貼付など)をすることで、第2パネル25の床面4と第1パネル20の床面4との見栄えを同じにできる。また、第2パネル25の床面4と第1パネル20の床面4とで見た目などを変えることで、高強度・高剛性が要求される機器を置くことができる箇所を容易に判別できる。   By performing the same surface processing (painting, application of resin tile, etc.) on the floor surface 4 of the reinforcing plate 27 of the second panel 25 and the floor surface 4 of the plate portion 21 of the first panel 20, the second panel 25. The appearance of the floor surface 4 and the floor surface 4 of the first panel 20 can be made the same. Further, by changing the appearance of the floor surface 4 of the second panel 25 and the floor surface 4 of the first panel 20, it is possible to easily determine a place where a device requiring high strength and high rigidity can be placed.

以上、上記一実施の形態に基づき本発明を説明したが、本発明は上記形態に何ら限定されるものではなく、本発明の趣旨を逸脱しない範囲内で種々の変形改良が可能であることは容易に推察できるものである。例えば、支持部材10や第1パネル20、第2パネル25の各部の形状や寸法を適宜変更しても良い。また、載置面15aに載せられる部分の第1パネル20のリブ22の高さL1と、載置面15aに載らない部分のリブ22の高さとを異ならせても良い。また、第1パネル20や第2パネル25(ベースパネル26及び補強板27)を板厚方向に貫通して、通気用や機器固定用の穴を設けても良い。   Although the present invention has been described based on the above-described embodiment, the present invention is not limited to the above-described embodiment, and various modifications and improvements can be made without departing from the spirit of the present invention. It can be easily guessed. For example, you may change suitably the shape and dimension of each part of the supporting member 10, the 1st panel 20, and the 2nd panel 25. FIG. Further, the height L1 of the rib 22 of the portion of the first panel 20 placed on the placement surface 15a may be different from the height of the rib 22 of the portion not placed on the placement surface 15a. Further, the first panel 20 and the second panel 25 (the base panel 26 and the reinforcing plate 27) may be penetrated in the plate thickness direction to provide holes for ventilation and device fixing.

上記形態では、第1パネル20及びベースパネル26がアルミニウム合金製であり、補強板27が鋼板である場合について説明したが、必ずしもこれに限られるものではない。第1パネル20やベースパネル26をアルミニウム合金以外の金属製としたり、補強板27を鋼以外の金属製としたりしても良い。さらに、第1パネル20やベースパネル26、補強板27を合成樹脂や、金属と合成樹脂との複合材料から構成しても良い。また、補強板27を1枚の板材から構成する場合に限らず、複数枚の板材から補強板27を構成しても良い。この複数枚の板材の厚さの合計値が5mm以上であれば良い。複数枚の板材から補強板27を構成するので、施工時など補強板27を構成する各板材を別々に作業者に持たせて作業者の負担を軽減できる。   Although the case where the first panel 20 and the base panel 26 are made of an aluminum alloy and the reinforcing plate 27 is a steel plate has been described in the above embodiment, the present invention is not necessarily limited thereto. The first panel 20 and the base panel 26 may be made of a metal other than an aluminum alloy, and the reinforcing plate 27 may be made of a metal other than steel. Furthermore, you may comprise the 1st panel 20, the base panel 26, and the reinforcement board 27 from the composite material of a synthetic resin or a metal and a synthetic resin. Further, the reinforcing plate 27 is not limited to a single plate material, and the reinforcing plate 27 may be formed of a plurality of plate materials. The total thickness of the plurality of plate members may be 5 mm or more. Since the reinforcing plate 27 is composed of a plurality of plate materials, the worker can be individually provided with each of the plate materials constituting the reinforcing plate 27 during construction and the burden on the operator can be reduced.

また、第1パネル20及びベースパネル26がダイカストによる一体成形品である場合に限らず、第1パネル20及びベースパネル26の素材に応じて、その他の鋳造法や射出成形法、インサート成形法などを用いて、第1パネル20及びベースパネル26の一体成形品を製造しても良い。また、それぞれ成形された板部21とリブ22,28とを溶接やボルト等で接合しても良い。   The first panel 20 and the base panel 26 are not limited to die-cast integrally molded products, and other casting methods, injection molding methods, insert molding methods, etc., depending on the materials of the first panel 20 and the base panel 26. May be used to manufacture an integrally molded product of the first panel 20 and the base panel 26. Moreover, you may join the board | plate part 21 and the ribs 22 and 28 which were each shape | molded with welding, a volt | bolt, etc.

上記形態では、支持脚11に対するナット13の上下位置を調整することで、載置面15aの基礎床からの高さH3が調整される支持部材10について説明したが、必ずしもこれに限られるものではない。支持部材10は、基礎床の上方で第1パネル20及び第2パネル25を支持できれば、その構成を適宜変更しても良い。例えば、支持脚11に載置部15を直接固定したり、筒体14や載置部15を基礎床に直接固定したりして、載置面15aの高さH3を調整不能な支持部材としても良い。また、基礎床の上に複数の梁を設け、その梁の上に支持脚11や筒体14、載置部15を固定しても良い。この場合には、その梁も支持部材の一部とする。   Although the said form demonstrated the support member 10 by which the height H3 from the foundation floor of the mounting surface 15a is adjusted by adjusting the vertical position of the nut 13 with respect to the support leg 11, it is not necessarily restricted to this. Absent. As long as the support member 10 can support the first panel 20 and the second panel 25 above the foundation floor, the configuration thereof may be appropriately changed. For example, the mounting portion 15 is directly fixed to the support leg 11, or the cylindrical body 14 or the mounting portion 15 is directly fixed to the foundation floor, so that the height H <b> 3 of the mounting surface 15 a cannot be adjusted. Also good. Further, a plurality of beams may be provided on the foundation floor, and the support legs 11, the cylindrical body 14, and the placement portion 15 may be fixed on the beams. In this case, the beam is also part of the support member.

上記形態では、計4枚の第1パネル20や第2パネル25の角が1つの載置面15aに載せられる場合について説明したが、必ずしもこれに限られるものではない。載置面15aの配置を適宜設定して、1つの載置面15aに計2枚の第1パネル20や第2パネル25を置いたり、1つの載置面15aに1枚の第1パネル20や第2パネル25のみを置いたりしても良い。   In the above embodiment, a case has been described in which the corners of the four first panels 20 and the second panels 25 are placed on one placement surface 15a, but the present invention is not necessarily limited thereto. By appropriately setting the placement surface 15a, two first panels 20 and a second panel 25 are placed on one placement surface 15a, or one first panel 20 is placed on one placement surface 15a. Alternatively, only the second panel 25 may be placed.

上記形態では、ベースパネル26のうち載置面15aに載せられる部分の厚さL4を、第1パネル20のうち載置面15aに載せられる部分の厚さL5よりも補強板27の厚さL2だけ小さくする場合について説明したが、必ずしもこれに限られるものではない。第1パネル20の床面4の高さH1と、第2パネル25の床面4の高さH2とが同一になれば、ベースパネル26の厚さL4と第1パネル20の厚さL5とを同一にしたり、厚さL4と厚さL5との差を厚さL2以外に設定しても良い。例えば、第1パネル20が載せられる部分の高さと、ベースパネル26が載せられる部分の高さとが異なるように1つの載置面に段差を設けて、第1パネル20の厚さL5と第2パネル25の厚さL4とを同じにしても良い。   In the above embodiment, the thickness L4 of the portion of the base panel 26 that is placed on the placement surface 15a is greater than the thickness L5 of the portion of the first panel 20 that is placed on the placement surface 15a. However, the present invention is not necessarily limited to this. If the height H1 of the floor surface 4 of the first panel 20 and the height H2 of the floor surface 4 of the second panel 25 are the same, the thickness L4 of the base panel 26 and the thickness L5 of the first panel 20 Or the difference between the thickness L4 and the thickness L5 may be set to other than the thickness L2. For example, a step is provided on one mounting surface so that the height of the portion on which the first panel 20 is placed is different from the height of the portion on which the base panel 26 is placed. The thickness L4 of the panel 25 may be the same.

また、第1パネル20の厚さL5と第2パネル25の厚さL4とが同じになるように、第1パネル20と載置面15aとの間にスペーサを挟んでも良い。隣り合う第1パネル20と第2パネル25とをそれぞれ異なる支持部材10(載置面15a)で支持し、第1パネル20の床面4の高さH1と、第2パネル25の床面4の高さH2とが同じになるよう、支持部材10の載置面15aの高さをそれぞれ調整しても良い。   Further, a spacer may be sandwiched between the first panel 20 and the mounting surface 15a so that the thickness L5 of the first panel 20 and the thickness L4 of the second panel 25 are the same. The adjacent first panel 20 and second panel 25 are supported by different support members 10 (mounting surfaces 15a), and the height H1 of the floor surface 4 of the first panel 20 and the floor surface 4 of the second panel 25 are supported. The height of the mounting surface 15a of the support member 10 may be adjusted so that the height H2 is the same.

上記形態では、補強板27の第2孔29とベースパネル26の第1孔23とに挿入したボルト18を載置部15内のナット19に螺合させることで、補強板27及びベースパネル26が互いに固定されると共に載置部15に固定される場合について説明したが、必ずしもこれに限られるものではない。リベットや圧入ピンなど、ボルト18以外の軸状の締結部材を第1孔23及び第2孔29に挿入して、補強板27及びベースパネル26を載置部15に固定しても良い。また、補強板27及びベースパネル26を載置部15に固定する部材とは別に、補強板27をベースパネル26に固定する固定部を設けても良い。固定部としては、ボルト等の締結部材や接着剤、溶接や摩擦撹拌接合などによる接合部分が例示される。但し、施工時にベースパネル26及び補強板27を別々に作業者に持たせて作業者の負担を軽減するため、施工現場での固定が容易な締結部材や接着剤を固定部とすることが好ましい。   In the above embodiment, the bolt 18 inserted into the second hole 29 of the reinforcing plate 27 and the first hole 23 of the base panel 26 is screwed into the nut 19 in the mounting portion 15, whereby the reinforcing plate 27 and the base panel 26. Although the case where these are fixed to each other and fixed to the mounting portion 15 has been described, the present invention is not necessarily limited thereto. The reinforcing plate 27 and the base panel 26 may be fixed to the mounting portion 15 by inserting shaft-like fastening members other than the bolts 18 such as rivets and press-fit pins into the first hole 23 and the second hole 29. In addition to the member that fixes the reinforcing plate 27 and the base panel 26 to the placement portion 15, a fixing portion that fixes the reinforcing plate 27 to the base panel 26 may be provided. Examples of the fixing part include a fastening member such as a bolt, an adhesive, and a joint part by welding or friction stir welding. However, in order to reduce the burden on the operator by separately holding the base panel 26 and the reinforcing plate 27 at the time of construction, it is preferable to use a fastening member or an adhesive that is easily fixed at the construction site as the fixing portion. .

1 フリーアクセスフロア
10 支持部材
15 載置部
16 突出部
18 ボルト(固定部、締結部材)
20 第1パネル
21 板部
22,28 リブ
23 第1孔(貫通孔の一部)
25 第2パネル
26 ベースパネル
27 補強板
29 第2孔(貫通孔の一部)
DESCRIPTION OF SYMBOLS 1 Free access floor 10 Support member 15 Mounting part 16 Projection part 18 Bolt (fixing part, fastening member)
20 1st panel 21 board part 22, 28 rib 23 1st hole (a part of through-hole)
25 Second panel 26 Base panel 27 Reinforcement plate 29 Second hole (part of the through hole)

Claims (6)

基礎床に配置される複数の支持部材と、
複数の前記支持部材にそれぞれ載せられる複数の第1パネル及び第2パネルとを備え、
前記第1パネルは、平坦な上面を構成する板部と、
前記板部の下面から突出して互いに交差する複数のリブとを備え、
前記第2パネルは、前記板部および複数の前記リブを有するベースパネルと、
前記ベースパネルの全面の上に重ねられて床面を構成する厚さ5mm以上の補強板と、
前記ベースパネルに前記補強板を固定する固定部とを備え、
前記第1パネルの前記上面による床面までの前記基礎床からの高さと、前記第2パネルの前記補強板による床面までの前記基礎床からの高さとが同一であることを特徴とするフリーアクセスフロア。
A plurality of support members disposed on the foundation floor;
A plurality of first panels and second panels respectively mounted on the plurality of support members;
The first panel includes a plate portion constituting a flat upper surface,
A plurality of ribs protruding from the lower surface of the plate portion and intersecting each other;
The second panel includes a base panel having the plate portion and a plurality of the ribs;
A reinforcing plate having a thickness of 5 mm or more that is superimposed on the entire surface of the base panel and constitutes a floor surface;
A fixing portion for fixing the reinforcing plate to the base panel;
The height from the foundation floor to the floor surface by the upper surface of the first panel is the same as the height from the foundation floor to the floor surface by the reinforcing plate of the second panel. Access floor.
前記支持部材は、隣り合う前記第1パネル及び前記第2パネルが載せられる載置部を備え、
前記載置部は、前記第1パネルが載せられる部分の前記基礎床からの高さと、前記第2パネルが載せられる部分の前記基礎床からの高さとが同一であり、
前記ベースパネルのうち前記載置部に載せられる部分の厚さは、前記第1パネルのうち前記載置部に載せられる部分の厚さよりも前記補強板の厚さだけ小さいことを特徴とする請求項1記載のフリーアクセスフロア。
The support member includes a placement portion on which the first panel and the second panel adjacent to each other are placed,
In the mounting portion, the height from the foundation floor of the portion on which the first panel is placed is the same as the height from the foundation floor of the portion on which the second panel is placed,
The thickness of the portion of the base panel placed on the mounting portion is smaller than the thickness of the portion of the first panel placed on the mounting portion by the thickness of the reinforcing plate. Item 1. Free access floor.
前記ベースパネルは、前記第1パネルのうち前記載置部に載せられる部分を下方から前記補強板の厚さだけ除去したものであることを特徴とする請求項2記載のフリーアクセスフロア。   3. The free access floor according to claim 2, wherein the base panel is obtained by removing a portion of the first panel placed on the mounting portion from the lower side by a thickness of the reinforcing plate. 前記載置部には、前記リブの一部が載せられ、
前記載置部に載せられる部分の前記第1パネルの前記リブの高さは、前記補強板の厚さ以上であることを特徴とする請求項3記載のフリーアクセスフロア。
A part of the rib is placed on the mounting portion,
The free access floor according to claim 3, wherein a height of the rib of the first panel in a portion placed on the mounting portion is equal to or greater than a thickness of the reinforcing plate.
前記支持部材は、前記載置部から上方に突出して前記リブの間に配置される突出部を備え、
前記載置部に載せられる部分の前記第1パネルの前記リブの高さは、前記補強板の厚さと前記突出部の高さとの合計値以上であることを特徴とする請求項4記載のフリーアクセスフロア。
The support member includes a protruding portion that protrudes upward from the placement portion and is disposed between the ribs,
The free height according to claim 4, wherein a height of the rib of the first panel in a portion placed on the placement portion is equal to or greater than a total value of a thickness of the reinforcing plate and a height of the protruding portion. Access floor.
前記固定部は、前記ベースパネル及び前記補強板を板厚方向に貫通する貫通孔に挿入されて、前記ベースパネル及び前記補強板を前記支持部材に固定する軸状の締結部材であることを特徴とする請求項1から5のいずれかに記載のフリーアクセスフロア。   The fixing portion is a shaft-shaped fastening member that is inserted into a through-hole that penetrates the base panel and the reinforcing plate in a plate thickness direction, and fixes the base panel and the reinforcing plate to the support member. The free access floor according to any one of claims 1 to 5.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02144934U (en) * 1989-05-12 1990-12-10
JPH0336361A (en) * 1989-06-30 1991-02-18 Itoki Kosakusho Co Ltd Method of execution for border floor
JPH0315938U (en) * 1989-06-28 1991-02-18
JPH04306353A (en) * 1991-04-01 1992-10-29 Fujitsu Ltd Free-access type floor panel
JP2007113335A (en) * 2005-10-24 2007-05-10 Sekisui Chem Co Ltd Floor panel in double flooring material
US8776452B1 (en) * 2012-04-05 2014-07-15 Opstock, Inc. Universal quick corner for raised floor system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4306353B2 (en) 2003-07-10 2009-07-29 パナソニック株式会社 Pixel rate calculation method in image recognition apparatus

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02144934U (en) * 1989-05-12 1990-12-10
JPH0315938U (en) * 1989-06-28 1991-02-18
JPH0336361A (en) * 1989-06-30 1991-02-18 Itoki Kosakusho Co Ltd Method of execution for border floor
JPH04306353A (en) * 1991-04-01 1992-10-29 Fujitsu Ltd Free-access type floor panel
JP2007113335A (en) * 2005-10-24 2007-05-10 Sekisui Chem Co Ltd Floor panel in double flooring material
US8776452B1 (en) * 2012-04-05 2014-07-15 Opstock, Inc. Universal quick corner for raised floor system

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