JPS6320766Y2 - - Google Patents
Info
- Publication number
- JPS6320766Y2 JPS6320766Y2 JP5266482U JP5266482U JPS6320766Y2 JP S6320766 Y2 JPS6320766 Y2 JP S6320766Y2 JP 5266482 U JP5266482 U JP 5266482U JP 5266482 U JP5266482 U JP 5266482U JP S6320766 Y2 JPS6320766 Y2 JP S6320766Y2
- Authority
- JP
- Japan
- Prior art keywords
- center
- floor
- column
- support
- upper side
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000002184 metal Substances 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 7
- 238000004891 communication Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Floor Finish (AREA)
Description
【考案の詳細な説明】
本考案は電算機室、通信機室などのフリーアク
セスフロアーの床パネルを支持する支柱を補強す
るための補助金具の改良に関する。[Detailed Description of the Invention] The present invention relates to an improvement of an auxiliary metal fitting for reinforcing columns supporting floor panels of free access floors such as computer rooms and communication rooms.
従来のフリーアクセスフロアーは、電算機、通
信機器などを設置するため、耐火性、恒久性に優
れ、床下に自由に機器の配線を施すように作られ
ている。 Conventional raised floors are designed to be fire resistant and durable, allowing for the installation of computers, communication equipment, etc., and to allow equipment to be wired freely under the floor.
第1図及び第2図は従来の耐震フリーアクセス
フロアーの床下支持構造を示すもので、T字形に
形成された一対の床下補助金具Aで床パネルBを
支持する支柱Cを支持固定し、さらに床下補助金
具A間に連結金具Dを設けている。 Figures 1 and 2 show the underfloor support structure of a conventional earthquake-resistant free access floor, in which a pair of T-shaped underfloor auxiliary fittings A support and fix a column C supporting a floor panel B, and A connecting fitting D is provided between the underfloor auxiliary fittings A.
ところで、第1図のフリーアクセスフロアーは
低床型の場合であつて、一般にこの種のフロアー
では床下を通風ダクトとして使用するので、冷気
の風量を確保する等の関係から高床型にする場合
もある。 By the way, the free access floor shown in Figure 1 is a low-floor type, and since this type of floor is generally used as an underfloor ventilation duct, it may also be a raised floor type in order to ensure a sufficient amount of cold air. be.
しかしながら、支柱を高くして床下寸法を大き
くした場合には、すなわち、第1図の低床型にお
いて、そのまま支柱を高くした場合には、支柱C
が補助金具Aによつてその基部が保持されるのみ
であるから、支柱Cの上部の安定性がなく耐震性
に劣る欠点がある。 However, if the underfloor dimension is increased by making the pillars higher, that is, if the pillars are made higher in the low-floor type shown in Figure 1, if the pillars are made higher, the pillar C
Since only the base of the column C is held by the auxiliary fitting A, there is a drawback that the upper part of the column C is not stable and is inferior in earthquake resistance.
このため、従来においては高床型にする場合に
は第3図および第4図のように、第1図の床下支
持構造の上部にさらに支柱Cの中間部を保持する
補助金具Aを設け、これをパイプE、アングルF
で補強しているのが現状であるが、施工費及び施
工日数がかかり、構造が複雑となるため支柱C毎
に支持強度のバラツキが生じ、またアングルやパ
イプを使用することにより空気抵抗が大きくな
り、美観も良くないという欠点が存在した。 For this reason, in the past, when using a raised floor type, as shown in FIGS. 3 and 4, an auxiliary fitting A was further provided on the top of the underfloor support structure shown in FIG. 1 to hold the middle part of the column C. Pipe E, angle F
Currently, reinforcement is used, but construction costs and construction time are required, and the structure is complicated, resulting in variations in support strength for each pillar C. Also, the use of angles and pipes increases air resistance. However, it also had the disadvantage of not being aesthetically pleasing.
本考案は従来の欠点を解決するもので、施工費
が安く、施行日数を短縮し、支柱の支持強度のバ
ラツキがなく、耐震性に優れ、また仕上げもきれ
いで、アングルやパイプに比べて空気抵抗が少な
く、美観も良い特に高床用に使用するフリーアク
セスフロアーの床パネルを支持する支柱を補強す
るための補助金具を提供することを目的とする。 This invention solves the drawbacks of the conventional method, and has a low construction cost, shortens the construction period, has no variation in the support strength of the pillars, has excellent earthquake resistance, has a clean finish, and has better air flow than angles or pipes. To provide an auxiliary fitting for reinforcing a column supporting a floor panel of a free access floor used especially for a raised floor, which has low resistance and good appearance.
以下、本考案の実施例を図面について説明す
る。第5図から第8図はフリーアクセスフロアー
の床パネルを支持する支柱を支持固定するための
支柱補助金具を構成する支柱支持金具を示すもの
で、この支柱支持金具1はアルミを鋳造して一体
に形成し、正面から見て台形に、側面から見て略
三角形に、また平面から見てT字形に形成する。
すなわち、上部に水平にその一側中央部に三角形
に切欠いた上部受部3を有する上辺部2を設け、
下部に上辺部2と平行に、かつ上辺部2より寸法
を長くした一側中央部に三角形に切欠いた下部受
部5を有する下辺脚部4を設け、これらの上辺部
2及び下辺脚部4の両端間に傾斜側辺部6,7を
設けて正面から見て台形の枠組みに形成すると共
に、下辺脚部4の他側中央部に下辺脚部4と垂直
にした中央脚部8を設け、この中央脚部8の端部
と前記上辺部2の他側中央部との間に中央傾斜部
9を設けて、側面から見て略三角形に、また平面
から見てT字形の枠組みに形成する。 Embodiments of the present invention will be described below with reference to the drawings. Figures 5 to 8 show the pillar support fittings that constitute the pillar auxiliary fittings for supporting and fixing the pillars that support the floor panels of the raised floor. It is formed into a trapezoidal shape when viewed from the front, a substantially triangular shape when viewed from the side, and a T-shape when viewed from the top.
That is, an upper side part 2 is provided horizontally on the upper part and has an upper receiving part 3 cut out in a triangular shape at the center of one side thereof,
A lower leg part 4 is provided at the lower part, parallel to the upper side part 2 and having a triangularly cut lower part 5 in the center of one side which is longer in dimension than the upper side part 2, and these upper side parts 2 and lower leg parts 4 are provided. Slanted side parts 6 and 7 are provided between both ends of the frame to form a trapezoidal frame when viewed from the front, and a central leg part 8 is provided perpendicular to the lower leg part 4 at the center of the other side of the lower leg part 4. A central inclined portion 9 is provided between the end of the central leg portion 8 and the center portion of the other side of the upper side portion 2, and is formed into a substantially triangular frame when viewed from the side and a T-shaped frame when viewed from the top. do.
なお、上辺部2、下辺脚部4及び傾斜側辺部
6,7の幅aは中央脚部8および中央傾斜辺部9
の幅bの約1/2とする。 Note that the width a of the upper side 2, the lower leg 4, and the inclined side portions 6, 7 is the same as that of the center leg 8 and the center inclined side 9.
approximately 1/2 of the width b.
10は上辺部2、下辺脚部4および中央脚部8
に設けた固定ボルト挿通用の貫通孔であり、これ
らの貫通孔10のうち一部はボルト捩込用のネジ
穴としてもよい。 10 is the upper side part 2, the lower side leg part 4 and the center leg part 8
A portion of these through holes 10 may be screw holes for screwing in bolts.
かかる構成よりなる支柱支持金具1は、これを
一対用いて床下補助金具として、第9図及び第1
0図のように、床下支持構造を構成する。以下、
第9図ないし第11図にしたがつて本考案の床下
補助金具を用いたフリーアクセスフロアーの床下
支持構造及びその施工方法を説明すると、まずこ
の床下支持構造は支柱20と、床パネル受台25
と、本考案の一対の支柱支持金具1,1と、連結
金具30とで構成される。 A pair of pillar support fittings 1 having such a configuration can be used as an underfloor auxiliary fitting as shown in FIGS. 9 and 1.
Configure the underfloor support structure as shown in Figure 0. below,
The underfloor support structure of a free access floor using the underfloor auxiliary fittings of the present invention and its construction method will be explained with reference to FIGS.
, a pair of pillar support fittings 1, 1 of the present invention, and a connecting fitting 30.
支柱20は基礎プレート21の中央に支柱ボル
ト22を設け、この支柱ボルト22に後記床パネ
ル受台25の高低調節ナツト23を螺合し、この
ナツト23に固定ネジ24を設ける。 The column 20 has a column bolt 22 provided at the center of a base plate 21, a height adjusting nut 23 of a floor panel holder 25 to be described later is screwed onto the column bolt 22, and a fixing screw 24 is provided on the nut 23.
床パネル受台25は上部に床パネル40のコー
ナー部分を載置し係止するために緩衝用タイル2
6を配設し、係止突起27を設け、さらに固定ネ
ジ28を設ける。 The floor panel pedestal 25 has a buffer tile 2 on top for placing and locking the corner portion of the floor panel 40.
6 is provided, a locking protrusion 27 is provided, and a fixing screw 28 is further provided.
支柱支持金具1は前述の通りであり、また連結
金具30は溝形鋼材にて形成され、その両端に切
欠き部31を設け、端部両側にボルト挿通孔32
を形成している。 The column support fitting 1 is as described above, and the connecting fitting 30 is made of channel steel, with notches 31 provided at both ends, and bolt insertion holes 32 on both ends.
is formed.
そこで、床下支持構造を施工する場合は、基礎
プレート21の裏面に接着剤を付けて支柱20を
コンクリート床面50の所定の位置に接着固定す
る。このようにして設けた支柱20は、すべて高
低調節ナツト23の高さを揃えて固定ネジ24に
て固定し、このナツト23上の支柱ボルト22に
パネル受台25を装着し、固定ネジ28を締付け
てパネル受台25を支柱20に固定すると共に、
一対の支柱支持金具1と1を向い合わせてボル
ト・ナツトにて締付固定し、それぞれ上部受部
3,3及び下部受部5,5にて支柱20の中間部
及び基部を支持する。さらに支柱20に取付けた
支柱支持金具1,1の間に連結金具30を設け、
この連結金具30の端部をボルト・ナツトにて締
付固定し、全体として平面から見て碁盤状に形成
するものである。 Therefore, when constructing an underfloor support structure, adhesive is applied to the back surface of the foundation plate 21 and the support column 20 is adhesively fixed to a predetermined position on the concrete floor surface 50. All of the pillars 20 provided in this way are fixed with the fixing screws 24 with the height adjustment nuts 23 at the same height, the panel pedestals 25 are attached to the pillar bolts 22 on the nuts 23, and the fixing screws 28 are tightened. While tightening the panel holder 25 to the support 20,
A pair of pillar support fittings 1 and 1 face each other and are tightened and fixed with bolts and nuts, and the middle and base portions of the pillar 20 are supported by upper and lower receiving parts 3, 3 and 5, respectively. Furthermore, a connecting metal fitting 30 is provided between the pillar supporting metal fittings 1, 1 attached to the pillar 20,
The ends of this connecting fitting 30 are tightened and fixed with bolts and nuts, and the entire connecting fitting 30 is formed into a checkerboard shape when viewed from above.
以上述べたように、本考案のフリーアクセスフ
ロアーの支柱を補強する補助金具は、支柱の基部
及び中央部の2点を支持するので、支柱の安定支
持ができ、高床型のフリーアクセスフロアーに使
用した場合に支柱を支持する支持点が上方にある
ため支柱が安定支持され、きわめて耐震性に優れ
たものとなり、しかも補助金具は一体に形成され
た一対の支柱支持金具を使用するので、従来に比
べて施工工事の期間を大幅に短縮することができ
ると共に、施工費を安価にすることが可能であ
り、また仕上げもきれいで、空気抵抗も少なく空
調ダクトとして使用するフリーアクセスフロアー
の床下構造として有利である等実用上多大な効果
を発揮するものである。 As mentioned above, the auxiliary metal fittings for reinforcing the pillars of the raised floor according to the present invention support the pillars at two points, the base and the center, so they can stably support the pillars and can be used for raised raised floors. In such a case, the support point for supporting the column is located above, so the column is stably supported and has extremely excellent earthquake resistance.Moreover, since the auxiliary bracket uses a pair of integrally formed column support brackets, In comparison, the construction period can be significantly shortened, construction costs can be reduced, and the finish is clean and air resistance is low, making it suitable for use as an underfloor structure for raised floors used as air conditioning ducts. It is advantageous and exhibits great practical effects.
第1図は従来の耐震床下支持構造の正面図、第
2図は同じく平面図、第3図は同じく他例の正面
図、第4図は同じくさらに他例の正面図である。
また第5図は本考案の実施例の斜視図、第6図は
同じく正面図、第7図は同じく平面図、第8図は
同じく側面図、第9図は本考案を使用した床下支
持構造を説明するための斜視図、第10図は同じ
く正面図、第11図は同じく平面図である。
図中、1,1……支柱支持金具、2……上辺
部、3……上部受部、4……下辺脚部、5……下
部受部、6,7……傾斜側辺部、8……中央脚
部、9……中央傾斜辺部。
FIG. 1 is a front view of a conventional earthquake-resistant underfloor support structure, FIG. 2 is a plan view of the same, FIG. 3 is a front view of another example, and FIG. 4 is a front view of yet another example.
Further, Fig. 5 is a perspective view of an embodiment of the present invention, Fig. 6 is a front view, Fig. 7 is a plan view, Fig. 8 is a side view, and Fig. 9 is an underfloor support structure using the present invention. FIG. 10 is a front view, and FIG. 11 is a plan view. In the figure, 1, 1... Pillar support bracket, 2... Upper side part, 3... Upper receiver part, 4... Lower leg part, 5... Lower receiver part, 6, 7... Inclined side part, 8 ...Central leg portion, 9...Central inclined side portion.
Claims (1)
一側中央部に下部受部5を有する下辺脚部4と、
この下辺脚部4の他側中央部に配設された中央脚
部8と、前記上辺部2および下辺脚部4の両端間
に配設された傾斜側辺部6,7と、前記上辺部2
の他側中央部と下辺脚部4の端部との間に配設さ
れた中央傾斜辺部9とが一体に形成された一対の
支柱支持金具1,1からなり、これら支柱支持金
具1,1の上辺部2と2および下辺脚部4と4を
合わせて締付固定し、上部受部3,3および下部
受部5,5にてフリーアクセスフロアーの床パネ
ルを支持する支柱の中間部および基部を保持する
ようにしたことを特徴とするフリーアクセスフロ
アーの支柱を補強する補助金具。 an upper side portion 2 having an upper receiving portion 3 in the center of one side;
A lower leg portion 4 having a lower receiving portion 5 at the center of one side;
A central leg portion 8 disposed at the center of the other side of the lower leg portion 4, inclined side portions 6 and 7 disposed between both ends of the upper side portion 2 and the lower leg portion 4, and the upper side portion. 2
Consisting of a pair of pillar support fittings 1, 1 integrally formed with a central inclined side part 9 disposed between the other side central part and the end of the lower leg part 4, these pillar support fittings 1, The upper side parts 2 and 2 and the lower side leg parts 4 and 4 of 1 are tightened and fixed together, and the middle part of the column supports the floor panel of the raised floor at the upper support parts 3, 3 and the lower support parts 5, 5. An auxiliary metal fitting for reinforcing a column of a raised floor, characterized by holding the base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5266482U JPS58156831U (en) | 1982-04-12 | 1982-04-12 | Auxiliary metal fittings to reinforce the supports of the free access floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5266482U JPS58156831U (en) | 1982-04-12 | 1982-04-12 | Auxiliary metal fittings to reinforce the supports of the free access floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58156831U JPS58156831U (en) | 1983-10-19 |
JPS6320766Y2 true JPS6320766Y2 (en) | 1988-06-08 |
Family
ID=30063366
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5266482U Granted JPS58156831U (en) | 1982-04-12 | 1982-04-12 | Auxiliary metal fittings to reinforce the supports of the free access floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58156831U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100778524B1 (en) | 2006-05-24 | 2007-11-23 | 황기태 | Earthquake-proof access floor supporting structure equipped with parallel frame and construction method using thereof |
-
1982
- 1982-04-12 JP JP5266482U patent/JPS58156831U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58156831U (en) | 1983-10-19 |
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