JPH06235241A - Floor structure body - Google Patents

Floor structure body

Info

Publication number
JPH06235241A
JPH06235241A JP36023491A JP36023491A JPH06235241A JP H06235241 A JPH06235241 A JP H06235241A JP 36023491 A JP36023491 A JP 36023491A JP 36023491 A JP36023491 A JP 36023491A JP H06235241 A JPH06235241 A JP H06235241A
Authority
JP
Japan
Prior art keywords
floor
ground
columns
floor structure
wire net
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.)
Granted
Application number
JP36023491A
Other languages
Japanese (ja)
Other versions
JP2739190B2 (en
Inventor
Yoshitake Harase
芳健 原勢
Takeshi Asada
毅 浅田
Masatoshi Kubo
正年 久保
Daisuke Horiguchi
大輔 堀口
Yasuo Naito
安夫 内藤
Yukio Fukazawa
幸雄 深沢
Tamotsu Kawai
保 河合
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.)
ASANUMA GUMI KK
ASANUMAGUMI KK
ITOCHU SHOJI KK
Itochu Corp
Kanegafuchi Chemical Industry Co Ltd
Kawatetsu Steel Products Co Ltd
Original Assignee
ASANUMA GUMI KK
ASANUMAGUMI KK
ITOCHU SHOJI KK
Itochu Corp
Kanegafuchi Chemical Industry Co Ltd
Kawatetsu Steel Products Co Ltd
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 ASANUMA GUMI KK, ASANUMAGUMI KK, ITOCHU SHOJI KK, Itochu Corp, Kanegafuchi Chemical Industry Co Ltd, Kawatetsu Steel Products Co Ltd filed Critical ASANUMA GUMI KK
Priority to JP3360234A priority Critical patent/JP2739190B2/en
Publication of JPH06235241A publication Critical patent/JPH06235241A/en
Application granted granted Critical
Publication of JP2739190B2 publication Critical patent/JP2739190B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To simplify construction, and shorten a construction period by erecting plural freely extensible and contractible columns on the ground, preventing falling while connecting these to each other, and laying a floor material composed of a wire net and foaming resin and the like on it. CONSTITUTION:When a simple structure floor such as a temporary outdoor stage or the stands are constructed, freely extensible and contractible columns 2 are erected at prescribed intervals on the ground 5, and a connecting member 13 is arranged between the mutual columns 2, and falling of the columns 2 is prevented. Next, a floor structure body 1 formed by fixing a floor surface member 4 composed of a foaming synthetic resin body and a surface member to an upper surface of a wire net body 3 composed of mesh lines and a lath wire net and the like, is fixed on the columns 2. Prior ground leveling of the ground 5 can be dispensed with, and a floor having not only a plane but also an inclined surface or a recessed and projecting surface can be formed. Thereby, construction efficiency can be improved.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、地盤上に床面を構築
するための床構造体に関する。する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure for constructing a floor surface on the ground. To do.

【0002】[0002]

【従来の技術】従来において、ゴルフ練習場の傾斜グラ
ウンド、仮設の野外ステージ、観覧席、その他の簡易構
造体を構築する場合においては、目的に合致するように
盛土したり、発泡合成樹脂成形体を積層するなどの方法
が採用されている。これらの従来法においては、地盤上
に盛土したり発泡合成樹脂成形体を積層するなど、物を
置いて床面を構築している。
2. Description of the Related Art Conventionally, when constructing an inclined ground at a golf driving range, a temporary outdoor stage, a bleacher, or other simple structure, embankment or foamed synthetic resin molded body is made to meet the purpose. Is used. In these conventional methods, the floor surface is constructed by placing objects such as embankment on the ground and laminating foamed synthetic resin moldings.

【0003】[0003]

【発明が解決しようとする課題】しかしながら上記従来
技術によると、床面形成のために盛土する場合には、住
宅地や狭い通路を通って土砂の搬入をしなければならな
いので、地域住民とのトラブルや搬入ルートの確保に苦
労するという問題点がある。又、土砂を搬入した後にお
いても、それを平らにならすためのブルドーザなどの土
木建設機械によって現状地盤の改修が必要となるなど、
費用と手数を要する問題点がある。又、ゴルフボールを
転がすために高い施工精度が必要となる。更に、2〜3
年後に凹凸ができて途中で地盤の改修が必要となる問題
点がある。又、発泡合成樹脂成形体を盛土の代わりに使
用した場合には、あらかじめ地盤を水平にする必要があ
るので手数がかかると共に、ゴルフボールが直撃した場
合にはその表面に凹凸が形成され、ゴルフボールの傾斜
面上のころがりが悪くなるという問題点がある。
However, according to the above-mentioned prior art, when embankment is carried out to form a floor surface, it is necessary to carry in the earth and sand through a residential area or a narrow passage, and therefore, with the local residents. There are problems such as troubles and difficulty in securing a delivery route. In addition, even after carrying in the earth and sand, it is necessary to repair the existing ground by using civil engineering construction machines such as bulldozers to level it.
There is a problem that requires cost and labor. In addition, high construction accuracy is required for rolling the golf ball. Furthermore, 2-3
There is a problem that unevenness will occur after a year and the ground will need to be repaired on the way. Further, when the foamed synthetic resin molded body is used instead of the embankment, it is necessary to level the ground in advance, so it is troublesome, and when the golf ball is hit directly, irregularities are formed on the surface of the golf ball. There is a problem that rolling on the inclined surface of the ball becomes worse.

【0004】[0004]

【課題を解決するための手段】この発明は上記事情に鑑
みてなされたものであって、その手段とするところは、
請求項1にあっては、複数の支柱と、該支柱の上端部で
支持される金網体と、該金網体の上面に載置された床面
部材とから構成したところにあり、
The present invention has been made in view of the above circumstances, and the means therefor are as follows.
According to the present invention, there is provided a plurality of columns, a wire netting body supported by the upper ends of the pillars, and a floor member placed on the upper surface of the wire netting body.

【0005】請求項2においては、支柱が伸縮自在であ
るところにあリ、
According to the second aspect of the present invention, the pillar is retractable.

【0006】請求項3においては、支柱の下端が地盤に
固定されているところにあり、
In the third aspect, the lower end of the support column is fixed to the ground,

【0007】請求項4においては、支柱の上端部及び/
又は下端部が相互に連結部材によって連結されていると
ころにあり、
In the fourth aspect, the upper end portion of the column and /
Or, the lower ends are connected to each other by a connecting member,

【0008】請求項5においては、金網体がトラス金網
であるところにあり、
In claim 5, the wire mesh body is a truss wire mesh,

【0009】請求項6においては、床面部材が発泡合成
樹脂体の上面に表面部材を接着固定したものであるとこ
ろにある。
According to a sixth aspect of the present invention, the floor surface member is formed by adhering and fixing the surface member to the upper surface of the foamed synthetic resin body.

【0010】[0010]

【作用】請求項1にあっては、複数の支柱の上端部で金
網体を支え、この金網体の上面に床面部材を載置して構
成したものであるから、床面部材の上に人や物が載って
も十分に耐え得る。
According to the present invention, since the wire netting is supported by the upper ends of the plurality of columns, and the floor member is placed on the upper surface of the wire netting, the floor member is mounted on the floor member. It can withstand people and objects.

【0011】請求項2にあっては、前記支柱が伸縮自在
であるので、現状地盤を改修することなく種々床面の高
さ調節が可能となり、高い床面、低い床面、傾斜面、凹
凸面などを構築することができる。
According to the second aspect of the present invention, since the pillars are extendable and contractible, it is possible to adjust the height of various floors without renovating the existing ground. You can build faces and so on.

【0012】請求項3にあっては、支柱の下端が地盤に
固定されているので、支柱が安定して直立する。これに
よって、床面部材上での人や物の動きや振動、衝撃があ
っても安定する。この場合、地盤に凹凸があっても基準
レベルを設けておくことによって、容易に高さ調整がで
きる。
According to the third aspect of the present invention, since the lower end of the support column is fixed to the ground, the support column is stable and stands upright. As a result, the movement of the person or object on the floor surface member, vibration, and impact are stable. In this case, the height can be easily adjusted by providing the reference level even if the ground has irregularities.

【0013】請求項4にあっては、複数の支柱の上端部
同志や下端部同志あるいはこの双方を連結部材で連結し
た構成であるので、支柱が傾いたり揺れたりすることが
なくなり安定する。請求項3と組み合わせて使用すれば
安定度がより一層増大する。
According to the fourth aspect of the present invention, since the upper end portion and the lower end portion of the plurality of columns are connected to each other by the connecting member, the columns are stable without tilting or shaking. When used in combination with claim 3, the stability is further increased.

【0014】請求項5にあっては、金網体がトラス金網
であることから、それ自体が強固な構造体であるので、
これを支柱の上端部で支持すると、支柱相互の連結がよ
り強固になることに加えて、トラス金網の上面の床面部
材上へ重量物が載置された時にも十分に耐え得る構造と
なる。
According to the fifth aspect of the present invention, since the wire netting is a truss wire netting, the wire netting itself is a strong structure.
If this is supported by the upper ends of the stanchions, the connections between the stanchions will become stronger and the structure will be able to withstand even heavy objects placed on the floor member on the upper surface of the truss wire mesh. .

【0015】請求項6にあっては、床面部材が発泡合成
樹脂体の上面に表面部材を接着固定したものであるか
ら、この床面部材のクッション性が良く、多少の衝撃に
は、十分に耐え得ることができる。又、凹凸面の時は、
それに順応して曲がるので使用し易い。
According to the sixth aspect of the present invention, since the floor surface member is formed by adhering and fixing the surface member to the upper surface of the foamed synthetic resin body, the floor surface member has a good cushioning property and is sufficient for some impact. Can withstand. If the surface is uneven,
It adapts to it and bends, so it is easy to use.

【0016】[0016]

【実施例】この発明の実施例を以下図に基づいて詳細に
説明する。第1実施例の床構造体1は、図1、図2に示
すように、複数の支柱2と、該支柱2の上端部で支持さ
れる金網体3と、該金網体3の上面に載置される床面部
材4とから構成される。
Embodiments of the present invention will be described in detail below with reference to the drawings. As shown in FIGS. 1 and 2, the floor structure 1 of the first embodiment is mounted on a plurality of columns 2, a wire netting 3 supported by the upper ends of the columns 2, and an upper surface of the wire netting 3. And a floor member 4 to be placed.

【0017】前記支柱2は、図6において詳しく示すよ
うに、地盤5内に埋設されたコンクリート基礎6に下端
が固定された支持パイプ7と、該支持パイプ7内に挿入
されて上下に伸縮自在な支持棒8と、該支持棒8の上端
部に固定した受板9からなる。支持棒8には所定間隔で
差し込み穴10を形成し、一方、支持パイプ7の延長上
方には止穴11を設けて、差し込み穴10と止穴11が
一致したところでピン12を差し込んで支持棒8を所定
の高さ位置に固定できるようになっている。支持棒8の
上端に固定した受板9には、支柱2の上端部を相互に連
結固定する連結部材13の端部が固定されている。そし
て、図2に示すように、支柱2の安定性を図るために、
各々の受板9はワイヤー14によって相互に引張り合い
をしている。
As shown in detail in FIG. 6, the support column 2 has a support pipe 7 whose lower end is fixed to a concrete foundation 6 embedded in the ground 5, and a support pipe 7 which is inserted into the support pipe 7 and is vertically expandable and contractible. The support rod 8 and the receiving plate 9 fixed to the upper end of the support rod 8. Insertion holes 10 are formed in the support rod 8 at predetermined intervals, while a stop hole 11 is provided above the extension of the support pipe 7, and a pin 12 is inserted when the insertion hole 10 and the stop hole 11 coincide with each other. 8 can be fixed at a predetermined height position. An end portion of a connecting member 13 for connecting and fixing the upper ends of the columns 2 to each other is fixed to the receiving plate 9 fixed to the upper end of the support rod 8. Then, as shown in FIG. 2, in order to achieve stability of the column 2,
Each receiving plate 9 is mutually pulled by the wire 14.

【0018】このようにして設けた支柱2の上方には、
その下面が連結部材13及びワイヤー14に支持されて
金網体3が載せられており、更に該金網体3の上面には
床面部材4が載置固定されている。金網体3は、メッシ
ュ筋、ラス金網、針金で編んだものなど通常の金網が使
用される。床面部材4は、板状のものであればその種類
は問わないが、図10に示すように、発泡合成樹脂体1
5の表面に合成樹脂からなる人工芝、合成樹脂繊維から
なるシート状部材あるいはゴム系の柔軟部材等からなる
表面部材16を貼ったものを使用すれば、弾力性に富ん
だものを得ることができる。
Above the column 2 thus provided,
The lower surface thereof is supported by the connecting member 13 and the wires 14, and the wire netting body 3 is placed thereon. Further, the floor surface member 4 is placed and fixed on the upper surface of the wire netting body 3. As the wire net body 3, a normal wire net such as a mesh streak, a lath wire net, or a wire knitted wire is used. The floor member 4 may be of any type as long as it is a plate-shaped member, but as shown in FIG.
If an artificial grass made of synthetic resin, a sheet-like member made of synthetic resin fiber, or a surface member 16 made of a rubber-based flexible member is attached to the surface of No. 5, a highly elastic product can be obtained. it can.

【0019】第2実施例の床構造体1は、図3、図4に
おいて示すように、第1実施例と同様の支柱2を地盤に
設けて、各支柱2の上端に固定した受板9によって、網
体3の四隅を支持し、この金網体3の上面に床面部材4
を載置固定したものである。
In the floor structure 1 of the second embodiment, as shown in FIGS. 3 and 4, a support plate 2 similar to that of the first embodiment is provided on the ground, and a support plate 9 fixed to the upper end of each support column 2 is provided. Supports the four corners of the mesh body 3, and the floor member 4 is provided on the upper surface of the wire mesh body 3.
Is mounted and fixed.

【0020】この実施例の場合には、支柱2の上端部を
連結しないので、金網体3を第1実施例のものよりも丈
夫なものを使用することが必要で、このような丈夫な金
網体3の例として、第5図に示すトラス金網17が挙げ
られる。このトラス金網17は、格子状に組んだ上面1
8と下面19の金網を方向を変えた連結材20で連結す
ることによって側面から見た場合、三角形を形成するよ
うにした立体形状のものである。このようなトラス金網
17を使用すれば、上面18に載置固定した床面部材4
上に荷重が掛かっても十分に耐え得ることができると共
に、各支柱2の上端部を強固に連結し得る。床面部材4
については、第1実施例と同様の部材が使用できる。
尚、受板9の上面に、図3、図4に示すように、4つの
突起21を設けておけば、この突起21にトラス金網1
7の端を引掛けるだけで支柱2に固定することができる
ので、施工が簡単となる。
In the case of this embodiment, since the upper ends of the columns 2 are not connected, it is necessary to use a wire mesh body 3 which is stronger than that of the first embodiment. An example of the body 3 is a truss wire mesh 17 shown in FIG. This truss wire mesh 17 has a lattice-shaped upper surface 1
8 and the lower surface 19 are connected to each other by a connecting member 20 in a different direction to form a triangle when viewed from the side. If such a truss wire mesh 17 is used, the floor member 4 mounted and fixed on the upper surface 18 is fixed.
It is possible to sufficiently withstand a load applied to the upper part, and the upper ends of the columns 2 can be firmly connected. Floor member 4
For, the same member as in the first embodiment can be used.
If four projections 21 are provided on the upper surface of the receiving plate 9 as shown in FIGS. 3 and 4, the truss wire mesh 1 is attached to the projections 21.
Since it can be fixed to the column 2 simply by hooking the end of 7, the construction becomes simple.

【0021】地盤5への支柱2の固定は、図6に示すも
のに限らず、他の実施例として、図7乃至図9に示すも
のがある。図7に示す実施例は、コンクリート基礎6の
代わりに支持パイプ7の下端に座板22を固定し、この
座板22を貫通する杭23を地盤5に打ち込むことによ
って支柱2を地盤5に固定するものである。図8及び図
9に示す実施例は支柱2の上方部分を省略して支柱パイ
プ7が地盤5に挿入している部分だけを示しているが、
この内、図8に示すものは、周囲に抜け穴24を形成し
た支柱パイプ7を地盤5内へ打ち込んでから、又は打ち
込みつつ支柱パイプ7内へコンクリート25を必要に応
じて圧力をかけて挿入すると、この抜け穴24からコン
クリート25が地盤5内へ漏れ出て硬化するので、より
強固に地盤5に固定できる。図8に示す実施例は、支柱
パイプ7の下方を地盤5に打ち込んだだけのものである
が、地盤5が硬い場合にはこれで十分である。
The fixing of the support column 2 to the ground 5 is not limited to that shown in FIG. 6, but there are other examples shown in FIGS. 7 to 9. In the embodiment shown in FIG. 7, a seat plate 22 is fixed to the lower end of the support pipe 7 instead of the concrete foundation 6, and a pile 23 penetrating the seat plate 22 is driven into the ground 5 to fix the support column 2 to the ground 5. To do. Although the embodiment shown in FIGS. 8 and 9 omits the upper portion of the support pillar 2 and shows only the portion where the support pipe 7 is inserted into the ground 5,
Among them, the one shown in FIG. 8 is one in which the concrete pipe 25 having the through holes 24 formed therein is driven into the ground 5 or when the concrete 25 is inserted into the prop pipe 7 while being driven by applying pressure as necessary. Since the concrete 25 leaks into the ground 5 through the through hole 24 and hardens, the concrete 25 can be more firmly fixed to the ground 5. In the embodiment shown in FIG. 8, the lower part of the support pipe 7 is simply driven into the ground 5, but this is sufficient when the ground 5 is hard.

【0022】又、支柱2の安定性を向上させるために、
図2に示すように、支柱2の上端部をワイヤー14であ
るいは他の部材で相互に対角線状に連結するのに加え
て、又は単独で支柱2の下端部をワイヤー等の部材で同
様に連結してもよい。更に又、支柱2の高さ調節は、図
6、図7に示される実施例に限定されるものではなく、
他の手段を用いてもよい。
Further, in order to improve the stability of the column 2,
As shown in FIG. 2, in addition to connecting the upper ends of the stanchions 2 to each other diagonally with wires 14 or other members, the lower ends of the stanchions 2 may be similarly connected with members such as wires. You may. Furthermore, the height adjustment of the column 2 is not limited to the embodiment shown in FIG. 6 and FIG.
Other means may be used.

【0023】以上のような床構造体1を使用して構築し
たゴルフ練習場26の例について、図11に基づいて説
明すると、ゴルフ練習場26の地盤5に支柱2を立てて
ゴルフボール集球溝27から離れるにつれてその支柱2
の高さが大きくなるように調節してから、金網体3をそ
の上方に設け、更にその上方に図10に示す床面部材4
を敷設して傾斜面を形成する。このように構築すること
によって、打たれたゴルフボール28がこの床面部材4
上に落下しても表面部材16と発泡合成樹脂体15のク
ッション性によって大きくバウンドすることなく、又、
ゴルフボール28が直撃した時でも床面部材4が一時的
に凹んでも直ちに復元する。そして、傾斜面となる床面
部材4の表面をゴルフボール28が転んでゴルフボール
集球溝27内に入って回収される。
An example of the golf driving range 26 constructed by using the floor structure 1 as described above will be explained with reference to FIG. 11. The golf ball collecting operation is performed by setting the support columns 2 on the ground 5 of the golf driving range 26. The stanchion 2 as it moves away from the groove 27
Of the floor member 4 shown in FIG.
Is laid to form an inclined surface. By constructing in this way, the hit golf ball 28 can be struck by the floor member 4
Even if it drops up, it does not greatly bounce due to the cushioning properties of the surface member 16 and the foamed synthetic resin body 15, and
Even when the golf ball 28 is directly hit, the floor surface member 4 is immediately restored even if it is temporarily recessed. Then, the golf ball 28 rolls on the surface of the floor surface member 4 serving as an inclined surface, enters the golf ball collecting groove 27, and is collected.

【0024】次に、床構造体1を使用して構築した舞台
29の例について、図12に基づいて説明すると、地盤
5に同じ高さに支柱2を立てて、その上端部に金網体3
を固定してから、この金網体3の上面に床面部材4を敷
設したものである。この場合、図10に示す床面部材4
を構成する発泡合成樹脂体15の発泡倍率を低くする
か、その厚さを大きくするか、あるいはその双方を満た
すことによって十分に人や物の荷重に耐え得るが、木
板、金属板など他の床面部材を使用してもよい。この床
構造体1の使用例は上記2例の他にも種々の使用が可能
である。
Next, an example of the stage 29 constructed by using the floor structure 1 will be described with reference to FIG. 12. The pillar 2 is erected at the same height on the ground 5, and the wire netting 3 is provided at the upper end thereof.
The floor member 4 is laid on the upper surface of the wire net body 3 after fixing. In this case, the floor member 4 shown in FIG.
By lowering the foaming ratio of the foamed synthetic resin body 15 constituting the above, increasing its thickness, or satisfying both of them, it is possible to sufficiently bear the load of a person or an object. Floor members may be used. The floor structure 1 can be used in various ways other than the above two examples.

【0025】[0025]

【発明の効果】以上の説明から明らかなように、この発
明の床構造体によると、床面形成のために盛土などを必
要とせず行えるので、土砂の搬入やブルドーザなどの土
木建築機械が不要になり、施工性もよく工期を短縮でき
る。又、住民の苦情や土砂や土木建築機械の搬入ルート
の確保の苦労からも開放される。更に又、表面模様替え
のときにも地盤の改修は必要でないので工事が楽であ
る。
As is clear from the above description, according to the floor structure of the present invention, it is possible to carry out earth filling without the need for embankment or the like. The workability is good and the construction period can be shortened. It also frees the residents from complaints and the difficulty of securing a route for bringing in earth and sand and civil engineering and construction machinery. Furthermore, since the ground does not need to be repaired when changing the surface, construction is easy.

【0026】又、支柱が伸縮自在の構造のものを使用す
れば、床面に傾斜や凹凸を設けることが可能となり、利
用範囲が拡大する。
Further, if the support column has a structure in which it can expand and contract, it becomes possible to provide slopes and irregularities on the floor surface, thus expanding the range of use.

【0027】更に、支柱の下端を地盤に固定すれば、支
柱の安定性が良くなり、床面部材上で人や物が動く場合
であっても十分に耐え得る。
Further, if the lower ends of the columns are fixed to the ground, the stability of the columns is improved, and even if a person or an object moves on the floor surface member, the columns can sufficiently withstand.

【0028】更に又、支柱の上端部や下端部を連結部材
で連結すると、同様に支柱の安定性が向上する。
Furthermore, if the upper end and the lower end of the column are connected by a connecting member, the stability of the column is similarly improved.

【0029】又、金網体としてトラス金網を使用した場
合には、その骨組が強固なことから支柱の安定性が向上
すると共に床面部材の荷重が重い場合も十分に耐え得る
構造体となる。
Further, when a truss wire net is used as the wire net, the structure is strong, so that the stability of the column is improved and the structure can withstand a heavy load of the floor member.

【0030】更に、床面部材が発泡合成樹脂体の上面に
表面部材を接着固定したものである場合には、床面のク
ッション性がよくなると共に床面に凹凸があるような場
合でもこれに対応して曲るので順応性がよくなる。
Furthermore, when the floor member is a foamed synthetic resin body with the surface member bonded and fixed to the upper surface, the cushioning property of the floor surface is improved and the floor surface is uneven. As it bends, it becomes more adaptable.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の第1実施例の一部断面説明図。FIG. 1 is a partial cross sectional explanatory view of a first embodiment of the present invention.

【図2】図1の一部省略平面図。FIG. 2 is a partially omitted plan view of FIG.

【図3】この発明の第2実施例の一部断面説明図。FIG. 3 is a partial cross-sectional explanatory view of the second embodiment of the present invention.

【図4】図3の一部省略平面図。FIG. 4 is a partially omitted plan view of FIG.

【図5】トラス金網の実施例斜視図。FIG. 5 is a perspective view of an embodiment of a truss wire mesh.

【図6】支柱の第1実施例図。FIG. 6 is a diagram of a first embodiment of a column.

【図7】支柱の第2実施例図。FIG. 7 is a diagram of a second embodiment of the column.

【図8】支柱の第3実施例図。FIG. 8 is a third embodiment of the pillar.

【図9】支柱の第4実施例図。FIG. 9 is a diagram of a fourth embodiment of the column.

【図10】床面部材の実施例の断面図。FIG. 10 is a cross-sectional view of an embodiment of the floor surface member.

【図11】この発明の使用例説明図。FIG. 11 is an explanatory view of a usage example of the present invention.

【図12】この発明の使用例説明図。FIG. 12 is an explanatory view of a usage example of the present invention.

【符号の説明】[Explanation of symbols]

1 床構造体 2 支柱 3 金網体 4 床面部材 5 地盤 13 連結部材 15 発泡合成樹脂体 16 表面部材 17 トラス金網 DESCRIPTION OF SYMBOLS 1 Floor structure 2 Struts 3 Wire mesh body 4 Floor member 5 Ground 13 Connection member 15 Foam synthetic resin body 16 Surface member 17 Truss wire mesh

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成4年12月21日[Submission date] December 21, 1992

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0001[Correction target item name] 0001

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【0001】[0001]

【産業上の利用分野】この発明は、地盤上に床面を構築
するための床構造体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floor structure for constructing a floor surface on the ground.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 E04H 3/24 7606−2E (71)出願人 000000941 鐘淵化学工業株式会社 大阪府大阪市北区中之島3丁目2番4号 (72)発明者 原勢 芳健 豊中市東泉ヶ丘3丁目36−2 B−312 (72)発明者 浅田 毅 伊丹市鴻池字車場10−1 公社住宅1B− 306 (72)発明者 久保 正年 神戸市垂水区小束山2−3−3 (72)発明者 堀口 大輔 神戸市東灘区深江南町2−13−16 ハイツ オオクラ東灘305 (72)発明者 内藤 安夫 明石市魚住町西岡520−25 (72)発明者 深沢 幸雄 吹田市内本町1丁目2−24 川崎ハイツ 201号 (72)発明者 河合 保 摂津市鳥飼西5−2−18─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification number Office reference number FI Technical indication location E04H 3/24 7606-2E (71) Applicant 000000941 Kanegafuchi Chemical Industry Co., Ltd. Kita-ku, Osaka City, Osaka Prefecture Nakanoshima 3-chome 2-4 (72) Inventor Yoshihiro Harase 3-36-2 Higashizumigaoka, Toyonaka-shi B-312 (72) Inventor Takeshi Asada 10-1 Konoike-ji parking lot, Itami-shi 1B-306 (72) Inventor Kubo New Year 2-3-3 Kozukayama, Tarumi-ku, Kobe (72) Inventor Daisuke Horiguchi 2-13-16 Fukaeminami-cho, Higashinada-ku, Kobe-shi Heights Okura 305, Tonada (72) Naito Yasuo Akashi-shi, Uozumi-cho Nishioka 520 -25 (72) Inventor Yukio Fukasawa 1-2-24 Honmachi, Suita City Kawasaki Heights No. 201 (72) Inventor Yasushi Kawai 5-2-18 Torii Nishi, Settsu City

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 複数の支柱と、該支柱の上端部で支持さ
れる金網体と、該金網体の上面に載置された床面部材と
から構成したことを特徴とする床構造体。
1. A floor structure comprising a plurality of pillars, a wire netting body supported by the upper ends of the pillars, and a floor member mounted on the upper surface of the wire netting body.
【請求項2】 支柱が伸縮自在である請求項1に記載の
床構造体。
2. The floor structure according to claim 1, wherein the pillar is extendable.
【請求項3】 支柱の下端が地盤に固定されている請求
項1又は請求項2に記載の床構造体。
3. The floor structure according to claim 1, wherein the lower ends of the columns are fixed to the ground.
【請求項4】 支柱の上端部及び/又は下端部が相互に
連結部材によって連結されている請求項1、2又は3に
記載の床構造体。
4. The floor structure according to claim 1, 2 or 3, wherein the upper ends and / or the lower ends of the columns are connected to each other by a connecting member.
【請求項5】 金網体がトラス金網である請求項1に記
載の床構造体。
5. The floor structure according to claim 1, wherein the wire netting body is a truss wire netting.
【請求項6】 床面部材が発泡合成樹脂体の上面に表面
部材を接着固定したものである請求項1に記載の床構造
体。
6. The floor structure according to claim 1, wherein the floor surface member is a foamed synthetic resin body to which a surface member is adhered and fixed.
JP3360234A 1991-12-27 1991-12-27 Floor structure Expired - Lifetime JP2739190B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3360234A JP2739190B2 (en) 1991-12-27 1991-12-27 Floor structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3360234A JP2739190B2 (en) 1991-12-27 1991-12-27 Floor structure

Publications (2)

Publication Number Publication Date
JPH06235241A true JPH06235241A (en) 1994-08-23
JP2739190B2 JP2739190B2 (en) 1998-04-08

Family

ID=18468496

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3360234A Expired - Lifetime JP2739190B2 (en) 1991-12-27 1991-12-27 Floor structure

Country Status (1)

Country Link
JP (1) JP2739190B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6688050B2 (en) * 2001-06-29 2004-02-10 Malofou Sagiao Adjustable support system
JP2011522142A (en) * 2008-06-06 2011-07-28 ヘキサゴ デック リミテッド Temporary viewing platform

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57173327A (en) * 1981-04-16 1982-10-25 Canon Kk Power source instantaneous interruption detector
JPS6142514A (en) * 1984-08-03 1986-03-01 Idemitsu Petrochem Co Ltd Production of olefin/styrene copolymer

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57173327A (en) * 1981-04-16 1982-10-25 Canon Kk Power source instantaneous interruption detector
JPS6142514A (en) * 1984-08-03 1986-03-01 Idemitsu Petrochem Co Ltd Production of olefin/styrene copolymer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6688050B2 (en) * 2001-06-29 2004-02-10 Malofou Sagiao Adjustable support system
JP2011522142A (en) * 2008-06-06 2011-07-28 ヘキサゴ デック リミテッド Temporary viewing platform

Also Published As

Publication number Publication date
JP2739190B2 (en) 1998-04-08

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