JPS63201241A - Reinforced concrete panel - Google Patents
Reinforced concrete panelInfo
- Publication number
- JPS63201241A JPS63201241A JP3221587A JP3221587A JPS63201241A JP S63201241 A JPS63201241 A JP S63201241A JP 3221587 A JP3221587 A JP 3221587A JP 3221587 A JP3221587 A JP 3221587A JP S63201241 A JPS63201241 A JP S63201241A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- concrete panel
- formwork
- panel
- present
- 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
- 239000011150 reinforced concrete Substances 0.000 title claims description 6
- 239000004567 concrete Substances 0.000 claims description 54
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 239000000919 ceramic Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 19
- 238000009415 formwork Methods 0.000 description 18
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 239000002344 surface layer Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、建物の壁や床などを構築するのに使用する補
強鉄筋入りコンクリートパネルに関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to reinforced reinforced concrete panels used in constructing walls, floors, etc. of buildings.
従来の技術及び発明が解決しようとする問題点従来、補
強鉄筋入りのコンクリート製建造物においては、補強鉄
筋の両側を鉄板またはベニヤ板等からなる型枠で囲み、
その中に生のコンクリートを充填して固化した後、型枠
を外して壁や床を形成するようになっており、型枠の組
み立て、撤去、及び、コンクリートの表面に残ったボル
ト等の型枠連結部材の除去に長時間を要し、工期の短縮
及び工費低減の妨げとなっており、特に、コンクリート
の表面にタイルを張設する場合には、コンクリート同化
後、現場で接着剤により張り付ける工法と、型枠の内側
に裏向きに仮り付けしておいて、コンクリートを充填し
、その固化によりタイルが固着した後、型枠を撤去する
工法とが行なわれているが、タイルを現場施工により張
り付ける工法は工費が高くなり、また、型枠に仮り付け
ておく工法は型枠の撤去に工費が掛るばかりでなく、い
ずれの工法においても、コンクリートの固化後、タイル
張り、または、型枠撤去の作業を行なう必要があるため
、工期が長くなる欠点があった。Conventional techniques and problems to be solved by the invention Conventionally, in concrete buildings with reinforced reinforcing bars, both sides of the reinforcing bars are surrounded by formwork made of iron plates, plywood, etc.
After filling the concrete with fresh concrete and solidifying it, the formwork is removed to form walls and floors. It takes a long time to remove the frame connecting members, which is an obstacle to shortening the construction period and reducing construction costs.In particular, when installing tiles on a concrete surface, it is necessary to attach them with adhesive on site after assimilating the concrete. Two methods are used: one method is to temporarily attach the tiles face down inside the formwork, fill it with concrete, and after the concrete solidifies, the formwork is removed. The construction method in which the concrete is pasted through construction is expensive, and the method in which the concrete is temporarily attached to the formwork not only requires the cost of removing the formwork. This had the disadvantage of prolonging the construction period as it required work to remove the formwork.
問題点を解決するための手段
本発明のコンクリートパネルは、このような従来工法の
欠点を除去した新たなコンクリート建造物の施工法を可
能にするものであって、コンクリ−ト中に補強用鉄筋を
埋入し、該鉄筋に結合したナツトのねじ穴を一側の表面
に開口させた構成とした。Means for Solving the Problems The concrete panel of the present invention enables a new construction method for concrete buildings that eliminates the drawbacks of the conventional construction method, and it is possible to use a new concrete construction method that eliminates the drawbacks of the conventional construction method. was embedded, and a screw hole for a nut connected to the reinforcing bar was opened on one surface.
発明の作用及び効果
本発明のコンクリートパネルは上記構成になり、−側の
表面に、鉄筋に結合したナツトのねじ穴が開口している
から、このねじ穴にアンカーボルトを植え込んで対応す
る型枠との間に生のコンクリートを充填し、または、こ
のねじ穴を利用して2枚のコンクリートパネルを間隔を
空けて連結部材で連結してその間に生のコンクリートを
充填して固化させることにより、本発明のコンクリート
パネルを表層とし、内層のコンクリート内にアンカーボ
ルトまたは連結部材が埋め込まれて一体化した補強鉄筋
入りコンクリートからなる壁または床等が形成されるの
であって、ナツトはコンクリート中に埋め込まれている
ばかりではなく、鉄筋に結合されているからアンカーボ
ルトまたは連結部材がコンクリートに強固に結合されて
強度の高い壁や床を形成することができ、しかも、本発
明のコンクリートパネル自体がコンクリート充填時の型
枠となるから、少なくともこのパネルを使用した側の型
枠の組み立て及びその撤去作業が不要となって、工費の
低減及び工期の短縮が可能となり、さらに、そのパネル
の表面にタイルを予め張着しておくと、現場作業がタイ
ル張りを行なわない場合と全く同じように行なわれ、施
工能率が著しく向上する効果がある。Functions and Effects of the Invention The concrete panel of the present invention has the above-mentioned structure, and since the screw holes for the nuts connected to the reinforcing bars are opened on the - side surface, anchor bolts are inserted into these screw holes to form the corresponding formwork. By filling raw concrete between the concrete panels, or by connecting two concrete panels with a connecting member at a distance using the screw holes, filling raw concrete between them and allowing it to harden. A wall or floor, etc., is formed of reinforced reinforced concrete in which the concrete panel of the present invention is used as the surface layer and anchor bolts or connecting members are embedded in the inner layer of concrete, and the nuts are embedded in the concrete. Not only are the anchor bolts or connecting members bonded to the concrete, but they are also bonded to the reinforcing bars, allowing the anchor bolts or connecting members to be firmly bonded to the concrete to form strong walls and floors. Since it becomes the formwork for filling, at least the assembly and removal of the formwork on the side where this panel is used becomes unnecessary, making it possible to reduce construction costs and shorten the construction period. If tiles are tiled in advance, on-site work can be carried out in exactly the same way as when tiles are not tiled, which has the effect of significantly improving construction efficiency.
なお1本発明のコンクリートパネルは、上記のような工
法の他に、ねじ穴を利用して鉄骨にボルト締めすること
により固定して壁や床を形成する工法にも使用すること
が可能である。In addition to the construction methods described above, the concrete panel of the present invention can also be used in a construction method in which it is fixed by bolting to a steel frame using screw holes to form a wall or floor. .
実施例
以下、本発明のコンク−ドパネルの実施例及びこれを使
用した施工法の実施例を添付図面に基づいて説明する。EXAMPLES Hereinafter, examples of concrete panels of the present invention and examples of construction methods using the same will be described based on the accompanying drawings.
本発明の一実施例のコンクリートパネルP1の製造方法
を第1図に基づいて説明すると、まず、浅い皿状の型枠
1内に、縦横の鉄棒3,3を格子状に溶接した鉄筋2の
下面に1通孔5を有する取付板4を適宜間隔を空けて溶
接し、かつ、各取付板4にナツト6をそのねじ孔7を通
孔5に整合させて溶接または接着するとともに、各ナツ
ト6の上面にテープ8を貼り付けてねじ穴7を塞いだ構
成体を、取付板4を底抜に密着させて水平に収めた後、
型枠l内に生のコンクリート9を充填し、その上に、多
数の陶磁製タイル10を適宜の目地間隔11を空けて並
べた後、上面に加振機13を裾え付けた押え板12を載
せ、加振機13により押え板12を振動させると、生の
コンクリート9が、テープ8により塞がれたナツト6の
ねじ穴7内を除く型枠l内の隅々まで隙間なく行きわた
り、タイル10がその厚さの半分程コンクリート9内に
埋入されたところで加振機13を停止して押え板12を
除去し、一定時間放置してコンクリート9が固化したと
ころで型枠1を外すと、固化したコンクリート9内に鉄
筋2が埋め込まれ1表面にタイルlOが張設されている
とともに、鉄筋2に溶接された取付板4の底面が裏面に
露出してそこに形成された通孔5を通してナツト6のね
じ穴7が裏面に開口した本実施例のコンクリートパネル
P1が得られる。なお、表面にタイル10を張り付けな
いコンクリートパネルP2も同様の方法によって製造さ
れる。The manufacturing method of the concrete panel P1 according to an embodiment of the present invention will be explained based on FIG. Mounting plates 4 having one through hole 5 on the lower surface are welded at appropriate intervals, and a nut 6 is welded or glued to each mounting plate 4 with its screw hole 7 aligned with the through hole 5. After the structure with tape 8 pasted on the top surface of 6 and the screw holes 7 closed is horizontally housed with the mounting plate 4 in close contact with the bottom,
Fresh concrete 9 is filled in the form l, and a large number of ceramic tiles 10 are arranged on top of it with appropriate joint spacing 11 left, and then a holding plate 12 with a vibration exciter 13 attached to the top surface. When the holding plate 12 is vibrated by the vibrator 13, the raw concrete 9 is spread to every corner of the formwork l, except for the screw holes 7 of the nuts 6, which are covered by the tape 8, without any gaps. When the tile 10 is embedded in the concrete 9 to about half its thickness, the vibrator 13 is stopped, the holding plate 12 is removed, and the formwork 1 is removed after the concrete 9 has solidified after being left for a certain period of time. The reinforcing bars 2 are embedded in the solidified concrete 9 and tiles 10 are stretched on the surface of the concrete 9, and the bottom surface of the mounting plate 4 welded to the reinforcing bars 2 is exposed on the back surface and a through hole is formed there. The concrete panel P1 of this example in which the screw holes 7 of the nuts 6 are opened on the back side through the nuts 5 is obtained. Note that a concrete panel P2 without tiles 10 pasted on its surface is also manufactured by the same method.
上記した本発明のコンクリートパネルP1、P2を使用
した建物の壁の施工例を第2図、第3図及び第4図によ
って説明すると、第2図例は、タイル10を張り付けた
本発明のコンクリートパネルP1の裏面に開口したナツ
ト6のねじ穴7にアンカーボルトaを螺入して頭部を突
出させ、このコンクリートパネルP1と鉄板またはベニ
ヤ板からなる型枠すを、鉄筋Cを挟んで向い合わせ、そ
の間に生のコンクリートdを充填して固化させた後、型
枠すを撤去するようにしたものであって。An example of construction of a wall of a building using the concrete panels P1 and P2 of the present invention described above will be explained with reference to FIGS. 2, 3, and 4. The example in FIG. Anchor bolt a is screwed into screw hole 7 of nut 6 opened on the back side of panel P1 so that the head protrudes, and this concrete panel P1 and formwork made of steel plate or plywood are faced with reinforcing bar C in between. During this time, fresh concrete d is filled and solidified, and then the formwork is removed.
タイルlOの張り付けられた本発明のコンクリートパネ
ルP1が表層をなし、その裏面に突出したアンカーボル
トaがコンクリートd内に埋め込まれた強固な構成の壁
が形成される。The concrete panel P1 of the present invention on which tiles 10 are pasted forms the surface layer, and the anchor bolts a protruding from the back surface are embedded in the concrete d to form a wall with a strong structure.
次に、第3図に示す施工例は、表面にタイル10を張り
付けた本発明のコンクリートパネルP1とタイルlOを
張り付けない本発明のコンクリートパネルP2とを互い
に間隔を空けて背中合わせにして対設し、細長い鋼板の
両端を屈曲してその屈曲部に取付孔fを形成した連結部
材eを両パネルP1.22間に挿入して取付孔fをナツ
ト6のねじ穴7に整合し、ボルトgを螺入し、て締め付
けることにより両パネルP1、P2を間隔を空けて結合
し、その間に生のコンクリートdを充填して固化させる
ものであって、本発明のコンクリートパネルP1、P2
が表層をなし1両側の鉄筋2.2に取付板4及びナツト
6を介して結合された連結部材eがコンクリートd内に
埋め込まれた強固な鉄筋コンクリートの壁が構築される
のであり、コンクリートパネルP、、P2が型枠を兼ね
るから、型枠撤去の作業が不要であり、しかも、一方の
面には予めタイルlOが貼り付けられているから、工期
が著しく短縮される。Next, in the construction example shown in FIG. 3, a concrete panel P1 of the present invention with tiles 10 pasted on the surface and a concrete panel P2 of the present invention with no tiles 10 pasted on the surface are placed back-to-back with an interval between them. , insert the connecting member e, which is made by bending both ends of an elongated steel plate and forming a mounting hole f in the bent part, between both panels P1.22, aligning the mounting hole f with the screw hole 7 of the nut 6, and tighten the bolt g. The concrete panels P1 and P2 of the present invention are those in which both panels P1 and P2 are joined with a space between them by screwing and tightening, and green concrete d is filled and solidified between them, and the concrete panels P1 and P2 of the present invention
A strong reinforced concrete wall is constructed in which the connecting member e, which forms the surface layer and is embedded in the concrete d, is connected to the reinforcing bars 2 and 2 on both sides of the concrete panel 1 through the mounting plate 4 and nuts 6, and the concrete panel P ,, Since P2 also serves as a formwork, there is no need to remove the formwork, and since the tiles 1O have been pasted on one side in advance, the construction period is significantly shortened.
第4図に示す施工例は、本発明のコンクリートパネルP
2を、そのねじ穴7を鉄骨りの取付孔kに整合して張り
付け、ボルトgを取付孔kに通してねじ穴7に螺入する
ことにより鉄骨りに固定したものであって、鉄骨りの他
側に石膏ボードを張り付け、その間に断熱材を充填する
ことによって、周知のALC板のように建物の外壁を構
成することができるのであり、鉄筋2が埋め込まれてい
るから、極めて強固であるとともに、この鉄筋2に固定
されたナツト6にボルトgを螺入して鉄筋kに固定する
ようにしたから結合強度も著しく高い。The construction example shown in Fig. 4 is a concrete panel P of the present invention.
2 is attached to the steel frame by aligning its screw hole 7 with the installation hole k of the steel frame, and fixing it to the steel frame by passing the bolt g through the installation hole k and screwing into the screw hole 7. By attaching a gypsum board to the other side and filling the gap with insulation material, the outer wall of a building can be constructed like the well-known ALC board, and since the reinforcing bars 2 are embedded, it is extremely strong. In addition, since the bolt g is screwed into the nut 6 fixed to the reinforcing bar 2 and fixed to the reinforcing bar k, the joint strength is extremely high.
第1図は本発明の一実施例のコンクリートパネルP1の
製造状態を示す断面図、第2図はそのパネルP1を用い
て形成した壁の断面図、第3図及び第4図は、夫々、本
発明のコンクリートパネルPI (P2)を用いて形
成した壁の一部切欠斜視図である
1:型枠 2:鉄筋 4:取付板 6:ナツト7:ねじ
穴 9:コンクリート 10:タイルP1、P2:本発
明のコンクリートパネル a:アンカーボルト b:型
枠 C:鉄筋 d:コンクリート e:連結部材 g:
ボルト h:鉄骨
出願人 佐 藤 信 治
代理人 弁理士 野 口 宏
$2回FIG. 1 is a sectional view showing the manufacturing state of a concrete panel P1 according to an embodiment of the present invention, FIG. 2 is a sectional view of a wall formed using the panel P1, and FIGS. 3 and 4 are, respectively, This is a partially cutaway perspective view of a wall formed using the concrete panel PI (P2) of the present invention. 1: Formwork 2: Rebar 4: Mounting plate 6: Nut 7: Screw hole 9: Concrete 10: Tile P1, P2 : Concrete panel of the present invention a: Anchor bolt b: Formwork C: Rebar d: Concrete e: Connecting member g:
Bolt h: Steel frame applicant Shinji Sato Agent Patent attorney Hiroshi Noguchi $2
Claims (1)
合したナットのねじ穴を一側の表面に開口させたことを
特徴とする補強鉄筋入りコンクリートパネル 2 他側の表面に陶磁製タイルを張着したことを特徴と
する特許請求の範囲第1項記載の補強鉄筋入りコンクリ
ートパネル[Scope of Claims] 1. A concrete panel with reinforced reinforcing bars, characterized in that reinforcing reinforcing bars are embedded in concrete, and screw holes for nuts connected to the reinforcing bars are opened on one side surface.2. Reinforced reinforced concrete panel according to claim 1, characterized in that a ceramic tile is adhered to the surface of the reinforced concrete panel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3221587A JPS63201241A (en) | 1987-02-13 | 1987-02-13 | Reinforced concrete panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3221587A JPS63201241A (en) | 1987-02-13 | 1987-02-13 | Reinforced concrete panel |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63201241A true JPS63201241A (en) | 1988-08-19 |
Family
ID=12352701
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3221587A Pending JPS63201241A (en) | 1987-02-13 | 1987-02-13 | Reinforced concrete panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63201241A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS516918U (en) * | 1974-06-29 | 1976-01-19 | ||
JPS5328617B1 (en) * | 1971-03-15 | 1978-08-16 | ||
JPS58191843A (en) * | 1982-05-07 | 1983-11-09 | 遠藤 尚三 | Construction of wall |
-
1987
- 1987-02-13 JP JP3221587A patent/JPS63201241A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5328617B1 (en) * | 1971-03-15 | 1978-08-16 | ||
JPS516918U (en) * | 1974-06-29 | 1976-01-19 | ||
JPS58191843A (en) * | 1982-05-07 | 1983-11-09 | 遠藤 尚三 | Construction of wall |
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