JPH0548825B2 - - Google Patents

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Publication number
JPH0548825B2
JPH0548825B2 JP13804687A JP13804687A JPH0548825B2 JP H0548825 B2 JPH0548825 B2 JP H0548825B2 JP 13804687 A JP13804687 A JP 13804687A JP 13804687 A JP13804687 A JP 13804687A JP H0548825 B2 JPH0548825 B2 JP H0548825B2
Authority
JP
Japan
Prior art keywords
floor panel
floor
support
height
horizontal plate
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 - Lifetime
Application number
JP13804687A
Other languages
Japanese (ja)
Other versions
JPS63304870A (en
Inventor
Kenji Sugimoto
Yosuke Ooeda
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Taisei Corp filed Critical Taisei Corp
Priority to JP13804687A priority Critical patent/JPS63304870A/en
Publication of JPS63304870A publication Critical patent/JPS63304870A/en
Publication of JPH0548825B2 publication Critical patent/JPH0548825B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は建築用床パネル、特にOA床、空調装
置を内蔵する床における床パネルの支柱に係るも
のである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to floor panels for construction, particularly supports for floor panels in OA floors and floors incorporating air conditioners.

(従来の技術) 従来、床パネルは一般建築用として木造の根太
方式が多く用いられてきたが、通線や配管等の収
納を目的とした近年のインテリジエントビルにお
いては二重床方式が多く用いられている。根太は
配線や配管を行なう場合、水平横架材が支障とな
り、施工が難しいという欠点を有している。
(Conventional technology) Traditionally, wooden joist floor panels have often been used for general construction, but in recent years intelligent buildings for the purpose of storing wiring, piping, etc. are often using double-floor panels. It is used. Joists have the disadvantage that when wiring or piping is carried out, the horizontal horizontal members become an obstacle and construction is difficult.

また施工後、木材でできた床構造の根太や面材
は木材中に水分を含有しているため自然乾燥によ
つて1〜2年経過すると緩徐に体積が収縮するた
め、部材接合部に〓間を生じ、変形や弛みによつ
てきしみ音発生してしまう。住宅のように配線、
配管量が少ない場合は対応できるが、ホームオー
トメーシヨン化が進む将来は根太方式では対応で
きず、独立支柱型に移行するものと考えられる。
In addition, after construction, the joists and facing materials of a floor structure made of wood contain moisture and will slowly shrink in volume after 1 to 2 years due to natural drying. This will cause gaps and squeaks due to deformation or loosening. Wiring like a house,
Although it can be used when the amount of piping is small, in the future when home automation increases, the joist method will not be able to handle it, and it is thought that the independent column type will be used.

電算機室やOA床では独立支柱が使用されてい
るが、主として金属製支柱が採用されている。こ
れは金属製支柱は軽量で、大量生産方式が確立さ
れており、経済的にも有利であることによるもの
である。
Although independent supports are used in computer rooms and OA floors, metal supports are mainly used. This is because metal supports are lightweight, mass production methods have been established, and they are economically advantageous.

(発明が解決しようとする問題点) しかしながら金属支柱の場合、床高が200mmを
超えると水平力に対して変形量が増大し、床高が
450mmに達すると水平プレートや根搦みを設ける
必要がある。
(Problem to be solved by the invention) However, in the case of metal columns, when the floor height exceeds 200 mm, the amount of deformation in response to horizontal force increases, and the floor height increases.
When it reaches 450mm, it is necessary to install horizontal plates and rooting.

また躯体コンクリートと金属支柱とを接着剤に
よつて接着することは、異種材料の接着となるた
め、長期的には剥離の問題がある。支柱の接着界
面においては歩行による繰返し上下運動、機器に
よる長期の圧縮力とクリープが作用し、施工後3
年位で10〜30%が界面剥離することが多い。
Furthermore, bonding the concrete frame and the metal support with an adhesive involves bonding dissimilar materials, which may lead to the problem of peeling over the long term. At the adhesive interface of the pillar, repeated vertical movements due to walking, long-term compressive force and creep from equipment act, and the
Interfacial delamination often occurs in 10 to 30% of cases.

接着剤については、二液性のエポキシ樹脂は静
的な水平力には強いが特に衝撃力に弱く、金槌で
軽く叩打した程度で容易に倒れてしまう。
As for adhesives, two-component epoxy resins are strong against static horizontal forces, but are particularly weak against impact forces, and easily fall over with just a light tap with a hammer.

また酢酸ビニル系の接着剤は施工性はよいが、
床スラブのコンクリート中のアリカリと反応して
長期的に劣化し、接着力が低下してしまう。
Also, although vinyl acetate adhesives have good workability,
It reacts with the alkali in the concrete of the floor slab and deteriorates over a long period of time, reducing adhesive strength.

更にまたウレタン系の接着剤は酢酸ビニル系接
着剤よりはよいが、フローが大きく流れ易く、ず
れ易いという問題点がある。
Furthermore, although urethane-based adhesives are better than vinyl acetate-based adhesives, they have the problem of large flow and easy slippage.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提
案されたもので、床上に立設された中空筒状のコ
ンクリート支柱と、同支柱に昇降自在に螺挿さ
れ、且つ上端面に水平プレートが固定された高低
調節用真柱と、前記水平プレートに昇降自在に螺
挿され、上端がフロアパネルの垂直貫通孔に嵌入
するように構成され、且つ躯幹部上部にフロアパ
ネル支持用受座片が固着された高低微調節用螺桿
と、前記フロアパネル受座片と水平パネルとの間
に介装された圧縮弾機とよりなることを特徴とす
る床パネルの支柱に係るものである。
(Means for Solving the Problems) The present invention was proposed in order to solve the above problems, and includes a hollow cylindrical concrete support installed above the floor and a screw threaded into the support to be able to rise and fall freely. a vertically adjustable true column with a horizontal plate fixed to its upper end face; a vertically adjustable true column that is screwed into the horizontal plate so that it can be raised and lowered; the upper end is configured to fit into a vertical through hole of a floor panel; A floor panel comprising: a screw rod for fine adjustment of height, to which a floor panel support seat piece is fixed; and a compression bomb interposed between the floor panel support piece and a horizontal panel. This is related to the support pillar.

(作用) 本発明は前記したように構成されているので、
床上に中空筒状コンクリート支柱を立設し、同支
柱に対して高低調節用真柱を前記支柱に対して螺
回することによつて、同真柱上端面に固定された
水平プレートの高低位置を調整し、同水平プレー
トに昇降自在に螺挿された高低微調節用螺桿を、
同螺桿のフロアパネルの垂直貫通孔に嵌入した上
端部をフロアパネル上より操作することにより螺
回して、同螺桿の躯幹部上部に固着されたフロア
パネル支持用受座片の高低位置を微調整し、フロ
アパネルを床上の所定高さにセツトするものであ
る。
(Function) Since the present invention is configured as described above,
By erecting a hollow cylindrical concrete column on the floor and screwing a vertically adjustable vertical column around the column, the height position of the horizontal plate fixed to the upper end surface of the vertical plate can be adjusted. Adjust the screw rod for height fine adjustment screwed into the horizontal plate so that it can be raised and lowered freely.
The upper end of the screw rod fitted into the vertical through-hole of the floor panel can be twisted by operating it from above the floor panel to finely adjust the height position of the floor panel support seat piece fixed to the upper part of the trunk of the screw rod. The floor panel is then set at a predetermined height above the floor.

而して前記フロアパネル支持用受座片と前記水
平プレートとの間に介装された圧縮弾機の賦勢力
によつて、前記受座片が常時押し上げられること
によつて、がたをなくすとともに、フロアパネル
上の歩行等による繰返し荷重に基因する弛みを防
止するものである。
The seat piece is constantly pushed up by the urging force of a compression bullet interposed between the floor panel supporting seat piece and the horizontal plate, thereby eliminating rattling. This also prevents the floor panel from loosening due to repeated loads caused by walking or the like.

また床高が高くなるときは、前記コンクリート
支柱上に、例えば太柄ピンと接着剤とによつて上
部コンクリート支柱を継接するものである。
When the floor height becomes high, an upper concrete support is connected to the concrete support using, for example, a thick pin and an adhesive.

(発明の効果) このように本発明においては床パネルの支柱の
主体を中空筒状のコンクリート支柱により構成
し、同支柱を同支柱と同材料より構成されたコン
クリート躯体の床上に立設することによつて、金
属製、木製支柱に比して構造的に安定し、経済的
に有利な床パネル支柱を構成しうるものである。
(Effects of the Invention) In this way, in the present invention, the main body of the support of the floor panel is constituted by a hollow cylindrical concrete support, and the support is erected on the floor of a concrete frame made of the same material as the support. This makes it possible to construct floor panel supports that are structurally more stable and economically advantageous than metal or wooden supports.

また前記コンクリート支柱に昇降自在に螺挿さ
れた高低調節用真柱と、同真柱上端面に固定され
た水平プレートに昇降自在に螺挿され、且つ躯幹
部上部にフロアパネル支持用受座片が固着された
高低微調節用螺桿とによつて、フロアパネルを床
面より所定高さに精確に設置できる。
In addition, a height-adjusting pillar is screwed into the concrete pillar so that it can be raised and lowered, and a seat piece for supporting the floor panel is screwed into a horizontal plate that is fixed to the upper end surface of the pillar, and a seat piece for supporting the floor panel is installed on the upper part of the trunk. The floor panel can be accurately installed at a predetermined height from the floor by using the height fine adjustment screw to which the floor panel is fixed.

また前記フロアパネル支持用受座片と水平プレ
ートとの間に介装された圧縮弾機によつて、床パ
ネル支柱のがたつきを防止することができる。
Moreover, the compression bullets interposed between the floor panel supporting seat piece and the horizontal plate can prevent the floor panel support from shaking.

更に前記支柱がコンクリートより構成されてい
るので、同支柱の嵩上げが容易に行なわれ、床高
を高くすることができる。
Furthermore, since the pillars are made of concrete, the pillars can be easily raised to raise the floor height.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

1は中空筒状のコンクリート支柱で、下端に床
A面に対する取付用鉄板2が、同鉄板2より突設
されたひげ筋3を介して一体に接合されている。
更に前記支柱1の頂部には埋込ナツト4が固定さ
れ、同支柱1の取付用鉄板2アンカーボルト5及
び接着剤等を介して床A面に一体に取り付けられ
ている。
Reference numeral 1 denotes a hollow cylindrical concrete support column, and a steel plate 2 for attachment to the floor A surface is integrally joined to the lower end of the column via a barb 3 protruding from the steel plate 2.
Further, an embedded nut 4 is fixed to the top of the column 1, and is integrally attached to the floor A surface via an iron plate 2, an anchor bolt 5, an adhesive, etc. for attaching the column 1.

前記埋込ナツト4には螺桿状に構成された高低
調節用真柱6が昇降自在に螺挿され、同真柱6の
上端には水平プレート7が溶着されている。また
前記真柱6には回転防止ナツト8が螺装され、同
ナツト8よりナツト締付桿9が溶接によつて突設
されている。
A height adjusting straight post 6 having a spiral rod shape is screwed into the embedded nut 4 so as to be movable up and down, and a horizontal plate 7 is welded to the upper end of the straight post 6. Further, a rotation preventing nut 8 is screwed onto the true pillar 6, and a nut tightening rod 9 is provided protruding from the nut 8 by welding.

これは前記真柱6の回転防止のために、前記ナ
ツト8を工具で1つづつ締付けると工数がかかり
すぎ、また狭隘の空間で作業するために締付にば
らつきを生じ易いので、前記締付桿9を回転防止
ナツト8より突設することによつて、手で容易に
同ナツト8の締付ができるようにしたものであ
る。
This is because tightening the nuts 8 one by one with a tool to prevent the rotation of the true pillar 6 takes too much man-hours, and because the work is done in a narrow space, the tightening tends to vary. By protruding the rod 9 from the anti-rotation nut 8, the nut 8 can be easily tightened by hand.

なお前記締付桿9は短いほどよいが、前記ナツ
ト8の締付時におけるモーメントが小さくなり過
ぎないようにする必要がある。また通信ケーブル
等が引掛からないように先端を折曲部9aを設け
るとよい。更に前記締付桿9より大径のパイプを
同桿9に嵌着して、長くするようにしてもよい。
The shorter the tightening rod 9 is, the better, but it is necessary to prevent the moment when tightening the nut 8 from becoming too small. Further, it is preferable to provide a bent portion 9a at the tip so that a communication cable or the like does not get caught. Furthermore, a pipe having a larger diameter than the tightening rod 9 may be fitted onto the rod 9 to make it longer.

前記水平プレート7の下面には複数個所にナツ
ト10が溶着され、同各ナツト設置個所毎に、前
記水平プレート7に高低微調節用螺桿11が貫通
され、その下端が前記各ナツト10に高低自在な
ように螺挿され、前記各螺桿11の躯幹部には水
平のフロアパネル受座片12が溶着され、同受座
片12と前記水平プレート7との間に圧縮弾機1
3が介装されている。なお前記螺桿11の上端部
は前記受座片12によつて支持されたフロアパネ
ルBの透孔bに嵌入されるようになつており、上
端面には6角筒状の凹窩11aが設けられ、フロ
アパネルB上より同凹窩11aに係合された6角
レンチCによつて、前記螺桿11を回動するよう
に構成されている。
Nuts 10 are welded to the lower surface of the horizontal plate 7 at a plurality of locations, and a screw rod 11 for fine height adjustment is passed through the horizontal plate 7 at each nut installation location, and the lower end thereof is attached to each nut 10 so that the height can be adjusted freely. A horizontal floor panel seat piece 12 is welded to the trunk portion of each screw rod 11, and a compression ammunition 1 is attached between the seat piece 12 and the horizontal plate 7.
3 is interposed. The upper end of the screw rod 11 is fitted into a through hole b of the floor panel B supported by the seat piece 12, and a hexagonal cylindrical recess 11a is provided on the upper end surface. The screw rod 11 is rotated by a hexagonal wrench C engaged with the recess 11a from above the floor panel B.

図示の実施例は前記したように構成されている
ので、床A面上に立設されたコンクリート支柱1
に対して前記真柱6を螺回して高低調節を行な
い、同真柱6上端の水平プレート7を所定の高さ
に位置せしめ、前記締付桿9を操作してナツト8
を締付け、前記真柱6を所定高さに固定する。
Since the illustrated embodiment is configured as described above, the concrete support 1 erected on the floor A
Adjust the height of the true pillar 6 by screwing it, position the horizontal plate 7 at the upper end of the true pillar 6 at a predetermined height, and operate the tightening rod 9 to tighten the nut 8.
is tightened to fix the true pillar 6 at a predetermined height.

次いで前記各螺桿11のフロアパネル受座片1
2にフロアパネルBを支持し、前記各螺桿11を
螺回してフロアパネルの高低微調節を行なう。
Next, the floor panel seat pieces 1 of each of the screw rods 11
2 supports the floor panel B, and finely adjusts the height of the floor panel by screwing each of the screw rods 11.

このように前記実施例によれば、高低調節用真
柱6及び高低微調節用螺桿11を螺回調節するこ
とによつて、フロアパネルBを床A面より所定の
高さに精確に設置することができる。
In this way, according to the embodiment, the floor panel B is accurately installed at a predetermined height from the floor A by adjusting the height adjustment straight pillar 6 and the height fine adjustment screw 11 in a spiral manner. be able to.

また前記真柱6及び螺桿11とナツト4,10
との螺合部には0.1〜0.3mm程度のがたつきがあ
り、フロアパネルB上の歩行時に少しづつ弛みを
生じてがたつきが拡大してしまう。
In addition, the true pillar 6, the spiral rod 11 and the nuts 4, 10
There is a looseness of about 0.1 to 0.3 mm in the threaded portion between the floor panel B and the floor panel B, which loosens little by little when walking on the floor panel B, increasing the looseness.

しかしながら前記実施例においては、フロアパ
ネル受座片12と水平プレート7との間に介装さ
れた圧縮弾機13によつて、前記受座片12が常
時押上げられることによつてがたがなくなり、ま
た繰返し荷重による弛みが防止される。
However, in the embodiment described above, the compression bullet 13 interposed between the floor panel seat piece 12 and the horizontal plate 7 constantly pushes up the seat piece 12, causing the rattling. This also prevents loosening due to repeated loads.

更に弛みを完全に防止するため、前記弾機13
の端部を前記受座片12,水平プレートに設けた
係止孔に係止するとよい。
Furthermore, in order to completely prevent loosening, the bullet 13
It is preferable to lock the end portion of the seat piece 12 into a locking hole provided in the horizontal plate.

また前記実施例においては前記支柱2がコンク
リート製のため、木製、金属製支柱に比して構造
的、経済的に有利であり、床下に空調装置が組込
まれる場合のように、床高が増大した場合、前記
支柱1の上部に上部支柱1′を太柄ピン14を介
して重層するとともに、両者間を接着剤15で接
着して上部支柱1′を前記支柱1上に継接するも
のである。(第4図及び第5図参照) 更に前記コンクリート支柱1には静電防止剤を
添加したアクリルウレタンを塗装することによつ
て発塵を押え、クリーンルームにも適用すること
ができる。また前記支柱1は特に金属製支柱に比
較して、床振動が少なく、支柱がコンクリートの
ため剛性が高まることにより水平力に対しても性
能が向上する。
In addition, in the above embodiment, since the pillar 2 is made of concrete, it is structurally and economically advantageous compared to wooden or metal pillars, and the floor height can be increased, such as when an air conditioner is installed under the floor. In this case, the upper support 1' is layered on top of the support 1 via the thick-handled pin 14, and the upper support 1' is jointed onto the support 1 by bonding the two with adhesive 15. . (See Figures 4 and 5) Furthermore, by coating the concrete support 1 with acrylic urethane added with an antistatic agent, dust generation can be suppressed, and the concrete pillar 1 can also be applied to clean rooms. In addition, the support column 1 has less floor vibration than a metal support column, and since the support column is made of concrete, its rigidity is increased, which improves its performance against horizontal forces.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る床パネルの支柱の一実施
例を示す右半部縦断正面図、第2図は第1図の矢
視−図、第3図は第1図の矢視−図、第
4図及び第5図は夫々コンクリート支柱の嵩上げ
状態を示す縦断面図である。 1……コンクリート支柱、6……高低調節用真
柱、7……水平プレート、8……ナツト、10…
…ナツト、11……高低微調節用螺桿、12……
フロアパネル受座片、13……圧縮弾機。
FIG. 1 is a vertical sectional front view of the right half of an embodiment of the support of a floor panel according to the present invention, FIG. 2 is a view taken along the direction of the arrows in FIG. 1, and FIG. , FIG. 4, and FIG. 5 are longitudinal cross-sectional views showing the elevated state of the concrete support. 1... Concrete pillar, 6... True pillar for height adjustment, 7... Horizontal plate, 8... Nut, 10...
...nut, 11...screw rod for height fine adjustment, 12...
Floor panel catch piece, 13... Compressed ammunition.

Claims (1)

【特許請求の範囲】[Claims] 1 床上に立設された中空筒状のコンクリート支
柱と、同支柱に昇降自在に螺挿され、且つ上端面
に水平プレートが固定された高低調節用真柱と、
前記水平プレートに昇降自在に螺挿され、上端が
フロアパネルの垂直貫通孔に嵌入するように構成
され、且つ躯幹部上部にフロアパネル支柱用受座
片が固着された高低微調節用螺桿と、前記フロア
パネル受座片と水平プレートとの間に介装された
圧縮弾機とよりなることを特徴とする床パネルの
支柱。
1. A hollow cylindrical concrete column erected on the floor, a height-adjusting column that is screwed into the column so that it can be raised and lowered, and has a horizontal plate fixed to its upper end surface;
a screw rod for height fine adjustment that is screwed into the horizontal plate so as to be freely raised and lowered, the upper end of which is configured to fit into the vertical through hole of the floor panel, and a seat piece for the floor panel support is fixed to the upper part of the trunk; A support for a floor panel, comprising a compression bomb interposed between the floor panel seat piece and the horizontal plate.
JP13804687A 1987-06-03 1987-06-03 Support of floor panel Granted JPS63304870A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13804687A JPS63304870A (en) 1987-06-03 1987-06-03 Support of floor panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13804687A JPS63304870A (en) 1987-06-03 1987-06-03 Support of floor panel

Publications (2)

Publication Number Publication Date
JPS63304870A JPS63304870A (en) 1988-12-13
JPH0548825B2 true JPH0548825B2 (en) 1993-07-22

Family

ID=15212736

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13804687A Granted JPS63304870A (en) 1987-06-03 1987-06-03 Support of floor panel

Country Status (1)

Country Link
JP (1) JPS63304870A (en)

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JPH01122134U (en) * 1988-02-13 1989-08-18

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