JPH08302877A - Floor panel - Google Patents
Floor panelInfo
- Publication number
- JPH08302877A JPH08302877A JP10403695A JP10403695A JPH08302877A JP H08302877 A JPH08302877 A JP H08302877A JP 10403695 A JP10403695 A JP 10403695A JP 10403695 A JP10403695 A JP 10403695A JP H08302877 A JPH08302877 A JP H08302877A
- Authority
- JP
- Japan
- Prior art keywords
- outer frame
- corrugated steel
- steel plate
- floor panel
- concrete
- 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.)
- Pending
Links
Landscapes
- Floor Finish (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は、プレハブ住宅や集合
住宅等に設置するコンクリート仕様の床パネルに関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete floor panel installed in a prefabricated house, an apartment house or the like.
【０００２】[0002]
【従来の技術】図６に、従来のＡＬＣ床構造の一例を示
す。図において、５０，５１は梁であり、これら梁５
０，５１にＡＬＣ板からなる床パネル５２を載置する。
床パネル５２の両側縁には段部５３が形成されており、
この段部５３によって隣接する床パネル５２，５２どう
しの上面に沿って溝が形成される。また、梁５０，５１
上にはスラブプレート５４が溶接されており、各スラブ
プレート５４に鉄筋５５を挿通し、床パネル５２間の溝
に沿って配置する。さらに、隣接する床パネル５２，５
２間ならびに床パネル５２と壁パネル５６間にモルタル
５７を注入する。モルタル５７が硬化すると、モルタル
５７、鉄筋５５、スラブプレート５４を介して床パネル
５２が梁５０，５１に固定される。2. Description of the Related Art FIG. 6 shows an example of a conventional ALC floor structure. In the figure, 50 and 51 are beams, and these beams 5
A floor panel 52 made of an ALC plate is placed on 0 and 51.
Step portions 53 are formed on both side edges of the floor panel 52,
A groove is formed by the step portion 53 along the upper surfaces of the adjacent floor panels 52, 52. Also, the beams 50, 51
The slab plate 54 is welded on the upper side, and the reinforcing bars 55 are inserted into the respective slab plates 54 and arranged along the groove between the floor panels 52. Furthermore, adjacent floor panels 52, 5
Mortar 57 is injected between the two and between the floor panel 52 and the wall panel 56. When the mortar 57 hardens, the floor panel 52 is fixed to the beams 50 and 51 via the mortar 57, the reinforcing bars 55, and the slab plate 54.
【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
の床パネル５２の構成によれば、パネル全体が重量物で
あるＡＬＣ板にて形成されており、パネルが重くなり、
運搬や現場での取付作業がし難く、施工性に劣るという
問題があった。また、床パネル５２が矩形であるため、
パネルの短手方向の曲げ剛性に比べ、長手方向の曲げ剛
性が劣る。そのため、曲げ剛性の強い短手方向を基準に
してパネルを設計すると、長手方向の曲げ剛性が不十分
となり、パネルが湾曲して割れ・欠けが発生し、パネル
強度が低下する。逆に、曲げ剛性の弱い長手方向を基準
にしてパネルを設計すると、短手方向は必要以上の曲げ
剛性を有することとなり、曲げ剛性のバランスが悪いと
いう欠点があった。However, according to the structure of the conventional floor panel 52 described above, the entire panel is formed by the ALC plate which is a heavy object, and the panel becomes heavy,
There was a problem that it was difficult to carry and install on site, and the workability was poor. Also, since the floor panel 52 is rectangular,
The bending rigidity in the longitudinal direction is inferior to that in the lateral direction of the panel. Therefore, when the panel is designed based on the lateral direction having high bending rigidity, the bending rigidity in the longitudinal direction becomes insufficient, the panel bends, cracks and chips occur, and the panel strength decreases. On the contrary, when the panel is designed based on the longitudinal direction in which the bending rigidity is weak, the lateral direction has more bending rigidity than necessary, and the bending rigidity is unbalanced.
【０００４】また、パネル全体がＡＬＣ板にて形成され
ているため、パネル内に配線，配管等を行うことはでき
なかった。さらに、モルタル５７が未硬化の状態では、
床パネル５２は単に梁５０，５１に載置されているに過
ぎず、床パネル５２が水平方向に容易に移動して位置ず
れを起こし易いという欠点があった。また、鉄筋５５と
床パネル５２とがモルタル５７を介して確実に接合され
るように、鉄筋５５が床パネル５２のいずれの面にも接
触しないように配置する必要があるが、このような施工
には熟練した専門職による作業を要し、床パネル５２の
固定作業が困難であった。Further, since the entire panel is formed of an ALC plate, it is impossible to provide wiring, piping, etc. inside the panel. Furthermore, when the mortar 57 is uncured,
The floor panel 52 is merely placed on the beams 50 and 51, and there is a drawback that the floor panel 52 easily moves in the horizontal direction and is easily displaced. Further, it is necessary to arrange the reinforcing bars 55 so as not to come into contact with any surface of the floor panel 52 so that the reinforcing bars 55 and the floor panel 52 are securely bonded to each other through the mortar 57. Requires a work by a skilled professional, and it is difficult to fix the floor panel 52.
【０００５】この発明の目的は、軽量で施工性に優れ、
縦横の曲げ剛性のバランスがよくコンクリートに割れ・
欠けが発生せず合理的なパネル設計が可能で、しかもパ
ネル内部に配線，配管等が容易に行え、さらに固定が確
実かつ簡単に行えるコンクリート仕様の床パネルを提供
することである。The object of the present invention is lightweight and excellent in workability,
Good balance of vertical and horizontal bending rigidity
The purpose of the present invention is to provide a concrete floor panel that can be designed reasonably without chipping, can be easily wired and piped inside the panel, and can be fixed securely and easily.
【０００６】[0006]
【課題を解決するための手段】この発明の床パネルは、
矩形の外枠と、この外枠内に波方向を外枠の短手方向に
して設置した波鋼板と、外枠内でかつ波鋼板上に打設し
たコンクリートとを備えたものである。The floor panel of the present invention comprises:
It is provided with a rectangular outer frame, a corrugated steel plate installed in the outer frame with the wave direction being the lateral direction of the outer frame, and concrete cast in the outer frame and on the corrugated steel plate.
【０００７】[0007]
【作用】この発明の構成によれば、外枠内に波方向を外
枠の短手方向にして波鋼板を設置し、波鋼板上にコンク
リートを打設したので、外枠内部の波鋼板より下部には
コンクリートは打設されず、波鋼板の上突条部の下面に
は、外枠内であってもコンクリートが存在しないスペー
スが形成され、その分コンクリート量を削減できる。ま
た、波方向を外枠の短手方向にして波鋼板を設置したこ
とにより、外枠の長手方向の曲げ剛性が波鋼板によって
強くなり、外枠の長手方向と短手方向の曲げ剛性のバラ
ンスがよくなる。さらに、波鋼板の上突条部の下面に形
成されるスペースを利用して、配線，配管等の作業が行
え、かつ外枠を利用してパネルの固定が行える。According to the structure of the present invention, the corrugated steel plate is installed in the outer frame with the wave direction being the lateral direction of the outer frame, and the concrete is placed on the corrugated steel plate. No concrete is cast in the lower part, and a space where no concrete exists even in the outer frame is formed on the lower surface of the upper ridge of the corrugated steel sheet, and the amount of concrete can be reduced accordingly. In addition, by installing corrugated steel sheets with the wave direction being the lateral direction of the outer frame, the bending rigidity in the longitudinal direction of the outer frame is increased by the corrugated steel sheet, and the bending rigidity in the longitudinal direction and the lateral direction of the outer frame is balanced. Will get better. Furthermore, the space formed on the lower surface of the upper ridge portion of the corrugated steel sheet can be used to perform work such as wiring and piping, and the panel can be fixed using the outer frame.
【０００８】[0008]
【実施例】この発明の第１の実施例を図１ないし図３に
基づいて説明する。図１は床パネル１０の部分斜視図、
図２は床パネル１０の全体斜視図を示している。図にお
いて、１１は外枠であり、内向き溝形鋼の長尺の縦枠１
２，１２の両端を、内向き溝形鋼の短尺の横枠１３，１
３内に絞り込んで嵌入し、スポット溶接，アーク溶接，
かしめ等によって矩形に組んで構成されている。１４は
波鋼板であり、波方向Ｗを短尺の横枠１３に沿わせて、
外枠１１内に設置してある。波鋼板１４は、波方向両端
縁部１４ａ，１４ａを長尺の縦枠１２，１２の各下フラ
ンジ１２ｂ，１２ｂに載置して、スポット溶接によって
固定する。波鋼板１４の波方向Ｗと直角方向両端下面
は、それぞれ短尺の横枠１３，１３の下フランジにスポ
ット溶接する。さらに、外枠１１内の波鋼板１４上に、
コンクリート１５を打設する。コンクリート１５は、セ
メント，水，骨材を練り混ぜた一般的なコンクリートの
他、発泡コンクリートを使用してもよい。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described with reference to FIGS. 1 is a partial perspective view of a floor panel 10,
FIG. 2 shows an overall perspective view of the floor panel 10. In the figure, reference numeral 11 denotes an outer frame, which is a long vertical frame 1 of inward channel steel.
Both ends of 2 and 12 are provided with short lateral frames 13 and 1 of inward channel steel.
3 is narrowed down and fitted, spot welding, arc welding,
It is formed into a rectangular shape by caulking or the like. 14 is a corrugated steel plate, and the wave direction W is set along the short horizontal frame 13,
It is installed in the outer frame 11. The corrugated steel sheet 14 has both end portions 14a, 14a in the wave direction placed on the lower flanges 12b, 12b of the long vertical frames 12, 12 and fixed by spot welding. The lower surfaces of both ends of the corrugated steel sheet 14 in the direction perpendicular to the wave direction W are spot-welded to the lower flanges of the short horizontal frames 13 and 13, respectively. Furthermore, on the corrugated steel plate 14 in the outer frame 11,
Concrete 15 is poured. As the concrete 15, foamed concrete may be used in addition to general concrete in which cement, water and aggregate are kneaded.
【０００９】波鋼板１４の上突条部１４ｂの下面には、
外枠１１内であっても、コンクリート１５の存在しない
スペース１８が形成される。このスペース１８に対応し
て、両短尺の横枠１３のウェブ１３ｂに開口１６（図
２）を形成する。両短尺の横枠１３の開口１６ならびに
スペース１８を利用して、配線１７あるいは配管を挿通
する。On the lower surface of the upper ridge 14b of the corrugated steel plate 14,
Even in the outer frame 11, a space 18 in which the concrete 15 does not exist is formed. Corresponding to this space 18, an opening 16 (FIG. 2) is formed in the web 13b of the two lateral frames 13 having a short length. The wiring 17 or the pipe is inserted using the opening 16 and the space 18 of the two short horizontal frames 13.
【００１０】図３は、床パネル１０の固定作業の一例を
示している。この例は建物の１階に床パネル１０を設置
する例であって、図において１９は建物の基礎であり、
基礎１９の天端にＬ形の土台金物２０をアンカーボルト
２１によって固定する。そして、土台金物２０の立片２
０ａのボルト挿通孔２０ｂにボルトを挿通し、床パネル
１０の短尺の横枠１３のねじ孔１３ｃに締結する。同様
にして、床パネル１０の所定箇所（四隅など）を固定す
る。FIG. 3 shows an example of a work for fixing the floor panel 10. This example is an example in which the floor panel 10 is installed on the first floor of the building, and in the figure, 19 is the foundation of the building,
An L-shaped base metal fitting 20 is fixed to the top end of the foundation 19 with anchor bolts 21. And the base piece 2 of the base metal fitting 20
The bolt is inserted into the bolt insertion hole 20b of 0a and fastened to the screw hole 13c of the short horizontal frame 13 of the floor panel 10. Similarly, predetermined portions (four corners, etc.) of the floor panel 10 are fixed.
【００１１】なお、図３において、２２は床パネル１０
の上面に設置した床下地材である。床下地材２２は、パ
ーティクルボード等にて形成されており、周辺を長尺の
縦枠１２の上フランジ１２ａならびに短尺の横枠１３の
上フランジ１３ａの各上面に接着剤にて接着してある。
床下地材２２を直に縦枠１２，横枠１３に接着してもよ
いが、間に鋼板を介挿してもよい。In FIG. 3, 22 is a floor panel 10.
It is a floor base material installed on the upper surface of. The floor base material 22 is formed of particle board or the like, and the periphery thereof is adhered to the respective upper surfaces of the upper flange 12a of the long vertical frame 12 and the upper flange 13a of the short horizontal frame 13 with an adhesive. .
The floor base material 22 may be directly bonded to the vertical frame 12 and the horizontal frame 13, but a steel plate may be interposed therebetween.
【００１２】このように構成された床パネル１０による
と、外枠１１内に波方向Ｗを短尺の横枠１３に沿わせて
波鋼板１４を設置し、波鋼板１４上にコンクリート１５
を打設したので、外枠１１内部の波鋼板１４より下部に
はコンクリート１５は打設されず、波鋼板１４の上突条
部１４ｂの下面には、外枠１１内であってもコンクリー
トが存在しないスペース１８が形成され、その分コンク
リート１５の量を削減できる。よって、床パネル１０の
軽量化が図れ、運搬や現場での取付作業が容易に行え、
施工性が向上する。According to the floor panel 10 thus constructed, the corrugated steel plate 14 is installed in the outer frame 11 so that the wave direction W extends along the short horizontal frame 13, and the concrete 15 is placed on the corrugated steel plate 14.
Since concrete was not placed below the corrugated steel plate 14 inside the outer frame 11, concrete was not placed on the lower surface of the upper protruding portion 14b of the corrugated steel plate 14 even inside the outer frame 11. The space 18 that does not exist is formed, and the amount of the concrete 15 can be reduced accordingly. Therefore, the weight of the floor panel 10 can be reduced, and transportation and installation work at the site can be easily performed,
Workability is improved.
【００１３】また、波方向Ｗを短尺の横枠１３に沿わせ
て波鋼板１４を設置したことにより、外枠１１の長手方
向の曲げ剛性が波鋼板１４によって強くなり、外枠１１
の長手方向と短手方向の曲げ剛性のバランスがよくな
る。したがって、コンクリート１５の割れ・欠けによる
強度低下、あるいは必要以上の曲げ剛性の付与によるコ
スト高を招くことなく、合理的なパネル設計が可能とな
る。Further, since the corrugated steel plate 14 is installed so that the wave direction W is along the short horizontal frame 13, the bending rigidity in the longitudinal direction of the outer frame 11 is increased by the corrugated steel plate 14, and the outer frame 11
The bending rigidity in the longitudinal direction and the transverse direction in the lateral direction is well balanced. Therefore, a rational panel design can be achieved without causing a decrease in strength due to cracking or chipping of the concrete 15 or an increase in cost due to imparting more bending rigidity than necessary.
【００１４】また、波鋼板１４の上突条部１４ｂの下面
に形成されるスペース１８を利用して、配線，配管等の
作業が容易に行える。また、床パネル１０の固定作業に
おいては、外枠１１にねじ孔１３ｃを形成しボルト止め
により固定するといった具合に、外枠１１を利用してパ
ネルの固定が行え、熟練した専門職による作業が不要
で、だれでも簡単に固定作業が行え、しかも位置ずれの
心配もない。Further, by utilizing the space 18 formed on the lower surface of the upper protruding portion 14b of the corrugated steel sheet 14, the work of wiring, piping and the like can be easily performed. Further, in the fixing work of the floor panel 10, the panel can be fixed by using the outer frame 11 such as forming the screw hole 13c in the outer frame 11 and fixing it by bolting, and the work by a skilled professional can be performed. It is unnecessary, anyone can easily perform the fixing work, and there is no risk of misalignment.
【００１５】さらに、外枠１１内に波鋼板１４を設置し
たので、床パネル１０の水平面内での剛性が高くなる。
なお、前記実施例の波鋼板１４は、略パルス状の波形状
の鋼板であるが、円弧状の波形状の鋼板を使用してもよ
い。また、前記実施例では、床パネル１０を１階に設置
する例を示したが、２階以上に設置してもよく、この場
合には、梁等に取付金具を介して固定される。Further, since the corrugated steel plate 14 is installed in the outer frame 11, the rigidity of the floor panel 10 in the horizontal plane is increased.
The corrugated steel plate 14 in the above-mentioned embodiment is a substantially pulse-shaped corrugated steel plate, but an arc-shaped corrugated steel plate may be used. Further, although the floor panel 10 is installed on the first floor in the above-described embodiment, it may be installed on the second floor or more, and in this case, it is fixed to a beam or the like via a mounting bracket.
【００１６】この発明の第２の実施例を図４に示す。な
お、前記第１の実施例と同一部分は同一符号を付してそ
の説明を省略する。この実施例の床パネル３０は、長尺
の縦枠１２，１２の各ウェブ１２ｃ，１２ｃの内面に、
アングル３１，３１を溶接し、このアングル３１，３１
にて波鋼板３２を支持したものである。すなわち、水平
の波板受片３１ａが形成されるように、各ウェブ１２
ｃ，１２ｃの内面に縦枠１２に沿う長尺のアングル３
１，３１を溶接する。そして、波鋼板３２の波方向両端
縁をそれぞれ波板受片３１ａ，３１ａに載置し、スポッ
ト溶接する。なお、波鋼板３２の波方向と直角方向両端
は、両短尺の横枠の各ウェブ内面に達している。A second embodiment of the present invention is shown in FIG. The same parts as those in the first embodiment are designated by the same reference numerals and the description thereof will be omitted. The floor panel 30 of this embodiment is provided on the inner surfaces of the webs 12c and 12c of the long vertical frames 12 and 12,
Weld the angles 31 and 31,
The corrugated steel plate 32 is supported by. That is, each web 12 is formed so that the horizontal corrugated plate receiving piece 31a is formed.
Long angle 3 along the vertical frame 12 on the inner surface of c, 12c
Weld 1 and 31. Then, both ends of the corrugated steel plate 32 in the wave direction are placed on the corrugated plate receiving pieces 31a, 31a, respectively, and spot welded. Both ends of the corrugated steel plate 32 in the direction perpendicular to the wave direction reach the inner surfaces of the webs of the two short horizontal frames.
【００１７】このように構成された床パネル３０におい
ても、前記第１の実施例と同様の効果が得られる。ま
た、波鋼板３２を、長尺の縦枠１２のウェブ１２ｃの中
途高さに設けたアングル３１によって支持したので、コ
ンクリート１５の量をより一層削減でき、一層の軽量化
が図れ、かつ波鋼板３２の下面のスペースが大きく取れ
ることで、大量の配線、径の大きな配管設置が可能とな
る。Also in the floor panel 30 thus constructed, the same effect as that of the first embodiment can be obtained. Further, since the corrugated steel plate 32 is supported by the angle 31 provided at a midway height of the web 12c of the long vertical frame 12, the amount of the concrete 15 can be further reduced, the weight can be further reduced, and the corrugated steel plate can be achieved. The large space on the lower surface of 32 makes it possible to install a large amount of wiring and a pipe having a large diameter.
【００１８】この発明の第３の実施例を図５に示す。な
お、前記第２の実施例と同一部分は同一符号を付してそ
の説明を省略する。この実施例の床パネル４０は、外枠
４４を構成する長尺の縦枠４１ならびに短尺の横枠を、
それぞれ外向き溝形鋼にて形成し、長尺の縦枠４１と短
尺の横枠の端部どうしを溶接して矩形に組んだものであ
る。アングル３１は、長尺の縦枠４１のウェブ背面に溶
接する。また、床パネル４０を固定する箇所に相当する
縦枠４１あるいは横枠内に、Ｃ形の取付金物４２を嵌合
して溶接する。取付金物４２には、ボルト挿通孔（図示
せず）ならびに当該ボルト挿通孔に対応した内面にナッ
ト４３が溶接されている。床パネル４０の固定は、基礎
の土台金物ならびに取付金物４２にボルトを挿通してナ
ット４３に締結することによって行う。A third embodiment of the present invention is shown in FIG. The same parts as those in the second embodiment are designated by the same reference numerals and the description thereof will be omitted. The floor panel 40 of this embodiment includes a long vertical frame 41 and a short horizontal frame that form an outer frame 44.
Each of them is formed of outward grooved steel, and ends of a long vertical frame 41 and a short horizontal frame are welded together to form a rectangular shape. The angle 31 is welded to the back surface of the web of the long vertical frame 41. Further, the C-shaped mounting hardware 42 is fitted and welded in the vertical frame 41 or the horizontal frame corresponding to the place where the floor panel 40 is fixed. The mounting hardware 42 has a bolt insertion hole (not shown) and a nut 43 welded to the inner surface corresponding to the bolt insertion hole. The floor panel 40 is fixed by inserting bolts into the base metal fittings and the mounting hardware 42 of the foundation and fastening them to the nuts 43.
【００１９】このように構成された床パネル４０におい
ても、前記第２の実施例と同様の効果が得られる。Also in the floor panel 40 thus constructed, the same effect as that of the second embodiment can be obtained.
【００２０】[0020]
【発明の効果】この発明の構成によれば、外枠内に波方
向を外枠の短手方向にして波鋼板を設置し、波鋼板上に
コンクリートを打設したので、外枠内部の波鋼板より下
部にはコンクリートは打設されず、波鋼板の上突条部の
下面には、外枠内であってもコンクリートが存在しない
スペースが形成され、その分コンクリート量を削減で
き、パネルの軽量化が図れ、運搬，現場作業が容易とな
り、施工性が向上する。また、波方向を外枠の短手方向
にして波鋼板を設置したことにより、外枠の長手方向の
曲げ剛性が波鋼板によって強くなり、外枠の長手方向と
短手方向の曲げ剛性のバランスがよくなり、コンクリー
トに割れ・欠けが発生せず、合理的なパネル設計が可能
になる。また、波鋼板の上突条部の下面に形成されるス
ペースを利用して、配線，配管等の作業が容易に行え、
かつ外枠を利用してパネルの固定が行える。さらに、外
枠内に波鋼板を設置したので、床パネルの水平面内での
剛性が高くなるという効果が得られる。According to the structure of the present invention, the corrugated steel plate is installed in the outer frame with the wave direction being the lateral direction of the outer frame, and the concrete is placed on the corrugated steel plate. No concrete is placed below the steel plate, and a space where no concrete exists even inside the outer frame is formed on the lower surface of the upper ridges of the corrugated steel plate. The weight can be reduced, transportation and field work are easier, and workability is improved. In addition, by installing corrugated steel sheets with the wave direction being the lateral direction of the outer frame, the bending rigidity in the longitudinal direction of the outer frame is increased by the corrugated steel sheet, and the bending rigidity in the longitudinal direction and the lateral direction of the outer frame is balanced. As a result, concrete does not crack or chip, and rational panel design is possible. In addition, using the space formed on the lower surface of the upper ridges of corrugated steel sheet, work such as wiring and piping can be performed easily.
Moreover, the panel can be fixed using the outer frame. Furthermore, since the corrugated steel plate is installed in the outer frame, the effect that the rigidity of the floor panel in the horizontal plane is increased can be obtained.
【図１】この発明の第１の実施例の部分斜視図である。FIG. 1 is a partial perspective view of a first embodiment of the present invention.
【図２】この発明の第１の実施例の斜視図である。FIG. 2 is a perspective view of the first embodiment of the present invention.
【図３】この発明の第１の実施例の施工状態の斜視図で
ある。FIG. 3 is a perspective view of a construction state of the first embodiment of the present invention.
【図４】この発明の第２の実施例の断面図である。FIG. 4 is a sectional view of a second embodiment of the present invention.
【図５】この発明の第３の実施例の断面図である。FIG. 5 is a sectional view of a third embodiment of the present invention.
【図６】従来例の斜視図である。FIG. 6 is a perspective view of a conventional example.
１０，３０，４０ 床パネル １１，４４ 外枠 １２，４１ 長尺の縦枠 １３ 短尺の横枠 １４，３２ 波鋼板 １５ コンクリート 10,30,40 Floor panel 11,44 Outer frame 12,41 Long vertical frame 13 Short horizontal frame 14,32 Corrugated steel plate 15 Concrete
Claims (1)
枠の短手方向にして設置した波鋼板と、前記外枠内でか
つ前記波鋼板上に打設したコンクリートとを備えた床パ
ネル。1. A rectangular outer frame, a corrugated steel plate installed in the outer frame with the wave direction being the lateral direction of the outer frame, and concrete cast in the outer frame and on the corrugated steel plate. Floor panel with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10403695A JPH08302877A (en) | 1995-04-27 | 1995-04-27 | Floor panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10403695A JPH08302877A (en) | 1995-04-27 | 1995-04-27 | Floor panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08302877A true JPH08302877A (en) | 1996-11-19 |
Family
ID=14370007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10403695A Pending JPH08302877A (en) | 1995-04-27 | 1995-04-27 | Floor panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08302877A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2400437R1 (en) * | 2011-07-27 | 2013-05-14 | Maldadia S L | STRUCTURE FOR FORMING SOILS OF PREFABRICATED CONSTRUCTIONS |
| CN104675016A (en) * | 2015-03-06 | 2015-06-03 | 东营海容新材料有限公司 | Light floor module |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5947016B2 (en) * | 1981-05-25 | 1984-11-16 | 三井金属鉱業株式会社 | Manufacturing method for metal oxide dispersion strengthened copper alloy |
-
1995
- 1995-04-27 JP JP10403695A patent/JPH08302877A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5947016B2 (en) * | 1981-05-25 | 1984-11-16 | 三井金属鉱業株式会社 | Manufacturing method for metal oxide dispersion strengthened copper alloy |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2400437R1 (en) * | 2011-07-27 | 2013-05-14 | Maldadia S L | STRUCTURE FOR FORMING SOILS OF PREFABRICATED CONSTRUCTIONS |
| CN104675016A (en) * | 2015-03-06 | 2015-06-03 | 东营海容新材料有限公司 | Light floor module |
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