JPH0551992A - Floor execution concrete panel - Google Patents
Floor execution concrete panelInfo
- Publication number
- JPH0551992A JPH0551992A JP35702091A JP35702091A JPH0551992A JP H0551992 A JPH0551992 A JP H0551992A JP 35702091 A JP35702091 A JP 35702091A JP 35702091 A JP35702091 A JP 35702091A JP H0551992 A JPH0551992 A JP H0551992A
- Authority
- JP
- Japan
- Prior art keywords
- joints
- concrete panel
- joint
- concrete
- panels
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Floor Finish (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は歩道、屋根、建物床等の
床面施工用コンクリ−トパネルに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete panel for construction of floor surfaces such as sidewalks, roofs and building floors.
【0002】[0002]
【従来技術】コンクリ−トパネルを施工面に多数枚敷設
して広面積の床面を形成し、コンクリ−トパネルの相互
を結合する場合、その結合手段としてコンクリ−トパネ
ルの側面から連結具を突出させると、該連結具が隣接す
るパネルと干渉し合ってパネルの密接敷設が困難とな
り、各パネル間に過度の間隙を生ずる問題を有してい
る。又例えば実公昭57−57153号に示すように、
コンクリ−トパネルの一辺又は二辺からシ−ト状連結片
を張出させる等してコンクリ−ト下面に接合するように
した場合には、コンクリ−トパネル上面側からの連結作
業が困難となり、作業の繁雑さを招くばかりか、工期及
び工費を増大させる欠点がある。2. Description of the Related Art When a large number of concrete panels are laid on a construction surface to form a large floor surface and the concrete panels are connected to each other, a connecting tool is projected from a side surface of the concrete panel as a connecting means. However, the connecting tool interferes with the adjacent panels, making it difficult to lay the panels in close contact with each other, resulting in an excessive gap between the panels. Also, for example, as shown in Japanese Utility Model Publication No. 57-57153,
When the sheet-like connecting pieces are attached to one side or the other side of the concrete panel so as to be joined to the lower surface of the concrete panel, the connecting work from the upper side of the concrete panel becomes difficult, and the work is difficult. However, there is a drawback in that the construction period and the construction cost are increased.
【0003】[0003]
【発明が解決しようとする問題点】本発明はコンクリ−
トパネルを多数枚敷設して屋外又は屋内の床面を形成す
る場合に、従来の如く連結具が存在するためにパネル相
互間に過度の間隙を生じ密接敷設を困難とする問題、並
びにパネル敷設後パネル上面からの作業が困難となる問
題等を有効に解消し、パネルの密接敷設を可能としつ
つ、敷設後パネル上面からの連結作業が容易に行なえる
ようにしたものである。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
When a large number of panels are laid to form an outdoor or indoor floor surface, there is an existing gap between the panels due to the presence of a connecting tool, which makes it difficult to lay them closely, and after laying the panels. By effectively solving the problem that the work from the panel upper surface becomes difficult, and by allowing the panels to be laid closely, the connection work from the panel upper surface after the laying can be easily performed.
【0004】[0004]
【問題点を解決するための手段】本発明は上記問題点を
解決するための手段として、施工面に多数枚敷設して床
面を形成するようにした床面施工用コンクリ−トパネル
において、各コンクリ−トパネルの縁部に欠き込みを設
け、該欠き込み内にコンクリ−トパネルと一体のジョイ
ントを配置し、該ジョイントを隣接するコンクリ−トパ
ネルの欠き込み内へ互いに導入する如く突出させ相互に
結合するように構成したものである。[Means for Solving the Problems] As a means for solving the above problems, the present invention provides a concrete panel for floor surface construction in which a large number of sheets are laid on a construction surface to form a floor surface. A notch is provided at the edge of the concrete panel, a joint integral with the concrete panel is arranged in the notch, and the joint is projected so as to be introduced into the notch of the adjacent concrete panel and coupled to each other. It is configured to do.
【0005】[0005]
【作用】本発明は上記の如く構成したので、コンクリ−
トパネルを密接して敷設しつつ、各欠き込み部に配置し
たジョイントを相互に他の欠き込み内に導入し連結を図
ることができ、従来のようにジョイントが隣接するコン
クリ−トパネルと相互に干渉し合って各パネル間に過度
の間隙を生成する不具合を解消でき、加えて各コンクリ
−トパネルを密接して敷設した後、同パネル上面側から
容易に連結作業が行なえ、各コンクリ−トパネルの密接
施工を可能としつつ同連結作業を著しく単純化し、工
期,工費を大幅に削減することができる。Since the present invention is constructed as described above, the concrete
While laying the control panel closely, the joints placed in each notch can be introduced into each other notch to connect to each other, and the joint interferes with the adjacent concrete panel as in the past. The problem of creating excessive gaps between panels can be eliminated, and in addition, after laying each concrete panel closely, connecting work can be easily performed from the top side of the panel, and each concrete panel can be closely attached. The construction work is possible while the connection work is significantly simplified, and the construction period and construction cost can be significantly reduced.
【0006】[0006]
【実施例】以下本発明の実施例を第1図乃至第8図に基
いて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT An embodiment of the present invention will be described below with reference to FIGS.
【0007】上記コンクリ−トパネル1は縦横の目地2
によって多数の小ブロック3に画成され、各小ブロック
3は目地2の底部において弱接合部4により一体に連結
され、例えば歩行荷重をかけることによって該弱接合部
4に割れを生じ、施工面に良好に馴染み敷設されるよう
に構成されている。上記弱接合部4には、例えばコンク
リ−トパネル1全体に埋め込みした網材等の連結体5を
延在させる等して弱接合部4に割れが生じた後において
も該連結体5にて各小ブロック3を相互に連結する構成
とする。The concrete panel 1 has vertical and horizontal joints 2.
Is divided into a large number of small blocks 3 by the weak joints 4 at the bottom of the joint 2, and the weak joints 4 are cracked by applying a walking load, for example. It is constructed so that it can be laid in a well-known manner. In the weak joint portion 4, even after the weak joint portion 4 is cracked by, for example, extending a joint body 5 such as a net material embedded in the entire concrete panel 1, each of the joint bodies 5 is broken. The small blocks 3 are connected to each other.
【0008】上記コンクリ−トパネル1の縁部に欠き込
み6を設け、該欠き込み6内にコンクリ−トパネル1と
一体のジョイント7を配置し、該ジョイント7を隣接す
るコンクリ−トパネル1の欠き込み6内へ互いに導入す
る如く突出させ相互に結合する構成とする。A notch 6 is provided at the edge of the concrete panel 1, and a joint 7 integral with the concrete panel 1 is arranged in the notch 6, and the joint 7 is notched in an adjacent concrete panel 1. It is configured so that they are projected into each other so as to be introduced into each other and are coupled to each other.
【0009】上記ジョイント7は例えば第7図に示すよ
うに、一本の棒材の両端をフック又はリング状に折曲し
て形成し、両ジョイント7を連結する連結棒部8を第1
図及び第4図に示すように、上記コンクリ−トパネル1
の目地2内に横設し、該目地2内に充填したモルタル9
等にてコンクリ−トパネル1と一体となし、両端のジョ
イント7を上記欠き込み6内に配置し、該フック状又は
リング状のジョイント7の一部をコンクリ−トパネル1
の側面即ち欠き込み6よりより突出させ、第8図に示す
ように該突出部分を隣接するコンクリ−トパネル1の欠
き込み6内へ相互に導入し、両者を両欠き込み6,6内
において重畳させる。該重畳によって両欠き込み6,6
を互いに連成し取付け穴12を形成し、該取付穴12内
において上記両ジョイント7,7を重畳させ、該重畳に
より形成された連結孔10を用いて第6図に示すよう
に、ボルトナット11等の締結具を用いて連結する。好
ましくは上記ジョイント7はその略2分の1を上記欠き
込み6から側方へ突出させ、重畳したときに相補して上
記連結孔10を形成するようにする。即ち、該ジョイン
ト7をフック状又はリング状にした場合、その略半分の
孔をコンクリ−トパネル1側面より突出させる。For example, as shown in FIG. 7, the joint 7 is formed by bending both ends of one rod into a hook or ring shape, and a connecting rod portion 8 connecting both joints is formed into a first rod.
As shown in FIGS. 4 and 5, the concrete panel 1 described above.
The mortar 9 which is provided horizontally in the joint 2 and is filled in the joint 2.
And the like, the joints 7 at both ends are arranged in the notch 6, and a part of the hook-shaped or ring-shaped joint 7 is provided.
Of the recesses 6 of the adjacent concrete panels 1 as shown in FIG. 8 and the both are superposed in the recesses 6 and 6. Let Both notches due to the overlapping 6,6
To form a mounting hole 12, the joints 7, 7 are superposed in the mounting hole 12, and a connecting hole 10 formed by the superposition is used to form a bolt nut as shown in FIG. Connect using fasteners such as 11. Preferably, approximately half of the joint 7 projects laterally from the notch 6 so as to complementarily form the connecting hole 10 when superposed. That is, when the joint 7 is formed into a hook shape or a ring shape, approximately half of the holes are projected from the side surface of the concrete panel 1.
【0010】上記ジョイント7は上記の如きボルトの
他、圧入ピンやかしめ鋲等を用いることができる。又こ
れらの締結具を用いずに、ジョイント7自身を相互に係
合させ捻曲する等して直接的に結合しても良い。従って
ジョイント7は上記フック状或はリング状である場合に
限らない。As the joint 7, a press-fitting pin, a crimping tack, or the like can be used in addition to the above-mentioned bolt. Instead of using these fasteners, the joints 7 themselves may be engaged with each other and twisted or the like to be directly coupled. Therefore, the joint 7 is not limited to the hook shape or the ring shape.
【0011】何れの場合も相互の欠き込み6を略突き合
せ状にして(コンクリ−トパネル1を略密接状態に敷設
して)形成した取付穴12内に上記ジョイント7を存在
させ結合することが可能である。In any case, the joints 7 can be made to exist by connecting the notches 6 to each other in a substantially butt shape (the concrete panel 1 is laid in a close contact state) and the joint 7 is present therein. It is possible.
【0012】尚、上記実施例はコンクリ−トパネル1を
目地2によって複数の小ブロック3に画成した場合につ
いて述べたが、同コンクリ−トパネル1を目地を有しな
いパネル、又は単なる模様仕上げした目地を有するコン
クリ−トパネル等においても実施可能である。In the above embodiment, the concrete panel 1 is defined by the joints 2 into a plurality of small blocks 3. However, the concrete panel 1 is a panel having no joints or a joint having a simple pattern finish. It can also be implemented in a concrete panel having the above.
【0013】[0013]
【発明の効果】本発明は上記の如く構成したので、コン
クリ−トパネルを密接して敷設しつつ、各欠き込み部に
配置したジョイントを相互に他の欠き込み内に導入し連
結を図ることができ、従来のようにジョイントが隣接す
るコンクリ−トパネルと相互に干渉し合って各パネル間
に過度の間隙を生成する不具合を解消でき、加えて各コ
ンクリ−トパネルを密接して敷設した後、同パネル上面
側から容易に連結作業が行なえ、各コンクリ−トパネル
の密接施工を可能としつつ同連結作業を著しく単純化
し、工期,工費を大幅に削減することができる。EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is possible to lay the concrete panels in close contact with each other and to introduce the joints arranged in the respective notches into the other notches for connection. It is possible to solve the problem that the joint interferes with the adjacent concrete panels and creates an excessive gap between the panels as in the conventional case.In addition, after laying the concrete panels closely, The connection work can be easily performed from the panel upper surface side, and the close connection work of each concrete panel can be performed, the connection work can be significantly simplified, and the construction period and the construction cost can be significantly reduced.
【図1】本発明の実施例を示すコンクリ−トパネルの平
面図である。FIG. 1 is a plan view of a concrete panel showing an embodiment of the present invention.
【図2】上記コンクリ−トパネルの欠き込みに配置され
たジョイントの重合を説明する拡大斜視図である。FIG. 2 is an enlarged perspective view illustrating polymerization of a joint arranged in the notch of the concrete panel.
【図3】同様にジョイントの重合を説明する拡大平面図
である。FIG. 3 is an enlarged plan view for explaining joint superposition similarly.
【図4】第1図A−A線断面図である。FIG. 4 is a sectional view taken along the line AA in FIG.
【図5】第1図B−B線断面図である。5 is a sectional view taken along line BB in FIG.
【図6】ジョイントの結合状態を示す拡大側面図、第7
図は、第8図はFIG. 6 is an enlarged side view showing a jointed state of the joint, FIG.
Figure, Figure 8
【図7】ジョイントの構造例を示す平面図である。FIG. 7 is a plan view showing a structural example of a joint.
【図8】ジョイントの重畳状態を示す拡大平面図であ
る。FIG. 8 is an enlarged plan view showing a superposed state of joints.
1 コンクリ−トパネル 2 目地 3 小ブロック 4 弱接合部 5 連結体 6 欠き込み 7 ジョイント 8 連結棒部 9 モルタル 10 連結孔 11 ボルトナット 12 取付穴 1 concrete panel 2 joint 3 small block 4 weak joint 5 connecting body 6 notch 7 joint 8 connecting rod part 9 mortar 10 connecting hole 11 bolt nut 12 mounting hole
Claims (1)
うにした床面施工用コンクリ−トパネルにおいて、各コ
ンクリ−トパネルの縁部に欠き込みを設け、該欠き込み
内にコンクリ−トパネルと一体のジョイントを配置し、
該ジョイントを隣接するコンクリ−トパネルの欠き込み
内へ互いに導入する如く突出させ相互に結合する構成と
したことを特徴とする床面施工用コンクリ−トパネル。1. In a concrete panel for floor construction, wherein a plurality of construction surfaces are laid to form a floor surface, a notch is provided at an edge of each concrete panel, and the concrete is provided in the notch. Place a joint integrated with the panel,
A floor-construction concrete panel, characterized in that the joints are formed so as to project into the notches of adjacent concrete panels so as to be introduced into each other and are joined to each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3357020A JPH07100957B2 (en) | 1991-12-24 | 1991-12-24 | Concrete panel for floor construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3357020A JPH07100957B2 (en) | 1991-12-24 | 1991-12-24 | Concrete panel for floor construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0551992A true JPH0551992A (en) | 1993-03-02 |
JPH07100957B2 JPH07100957B2 (en) | 1995-11-01 |
Family
ID=18451968
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3357020A Expired - Lifetime JPH07100957B2 (en) | 1991-12-24 | 1991-12-24 | Concrete panel for floor construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07100957B2 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07109785A (en) * | 1993-10-13 | 1995-04-25 | Sumitomo Metal Mining Co Ltd | Permanent form alc panel and mounting method thereof |
JP2009287211A (en) * | 2008-05-27 | 2009-12-10 | Maxstone Kk | Flooring material for lining |
JP2010138678A (en) * | 2008-12-15 | 2010-06-24 | Maxstone Kk | Floor forming mat, and floor structure using the same |
JP5547829B1 (en) * | 2013-03-18 | 2014-07-16 | マックストン株式会社 | Lining material |
US11261609B2 (en) * | 2018-10-17 | 2022-03-01 | Magia Logistica Corporation | Wind uplift resistance mechanism for outdoor flooring |
US11761214B2 (en) | 2020-10-12 | 2023-09-19 | Cap Trac Ltd | Flooring element |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4864119B2 (en) * | 2009-06-29 | 2012-02-01 | マックストン株式会社 | Mutual connection structure of mats for construction surface lining |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4817455U (en) * | 1971-07-10 | 1973-02-27 | ||
JPS5484306A (en) * | 1977-12-19 | 1979-07-05 | Fujita Corp | Device for connecting floor slab |
JPS5539046U (en) * | 1978-09-06 | 1980-03-13 |
-
1991
- 1991-12-24 JP JP3357020A patent/JPH07100957B2/en not_active Expired - Lifetime
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4817455U (en) * | 1971-07-10 | 1973-02-27 | ||
JPS5484306A (en) * | 1977-12-19 | 1979-07-05 | Fujita Corp | Device for connecting floor slab |
JPS5539046U (en) * | 1978-09-06 | 1980-03-13 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07109785A (en) * | 1993-10-13 | 1995-04-25 | Sumitomo Metal Mining Co Ltd | Permanent form alc panel and mounting method thereof |
JP2009287211A (en) * | 2008-05-27 | 2009-12-10 | Maxstone Kk | Flooring material for lining |
JP4615584B2 (en) * | 2008-05-27 | 2011-01-19 | マックストン株式会社 | Lining flooring |
JP2010138678A (en) * | 2008-12-15 | 2010-06-24 | Maxstone Kk | Floor forming mat, and floor structure using the same |
JP5547829B1 (en) * | 2013-03-18 | 2014-07-16 | マックストン株式会社 | Lining material |
US11261609B2 (en) * | 2018-10-17 | 2022-03-01 | Magia Logistica Corporation | Wind uplift resistance mechanism for outdoor flooring |
US11761214B2 (en) | 2020-10-12 | 2023-09-19 | Cap Trac Ltd | Flooring element |
Also Published As
Publication number | Publication date |
---|---|
JPH07100957B2 (en) | 1995-11-01 |
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