JPH07100957B2 - Concrete panel for floor construction - Google Patents
Concrete panel for floor constructionInfo
- Publication number
- JPH07100957B2 JPH07100957B2 JP3357020A JP35702091A JPH07100957B2 JP H07100957 B2 JPH07100957 B2 JP H07100957B2 JP 3357020 A JP3357020 A JP 3357020A JP 35702091 A JP35702091 A JP 35702091A JP H07100957 B2 JPH07100957 B2 JP H07100957B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete panel
- concrete
- panel
- panels
- hook
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Floor Finish (AREA)
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 wide floor area and the concrete panels are connected to each other, a connecting tool is projected from the 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 two sides of the concrete panel so as to be joined to the lower surface of the concrete panel, the connecting work from the upper surface side of the concrete panel becomes difficult, and the work becomes 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 closely lay the panels, and after laying the panels. The problem that the work from the panel upper surface becomes difficult is effectively solved, and the panels can be closely laid, and the connection work from the panel upper surface can be easily performed after the laying.
【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−トパネルと一体の棒材を
曲げ加工して成るフック又はリングを配置してフック又
はリングの一部をコンクリートパネルの側面より突出さ
せ、該フック又はリングの突出部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し、該フック又はリ
ングの相互導入によってフック又はリングを隣接する両
欠き込み内において上下に重畳し、該重畳によって上下
方向に開口する連結孔を形成し、該連結孔を用いた締結
具による締結によりコンクリートパネルを相互に連結す
る構成としたものである。[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, and a hook or ring formed by bending a bar integral with the concrete panel is arranged in the notch, and a part of the hook or ring is cut from the side surface of the concrete panel. And project the hook or ring protrusions adjacent to each other.
To each other in the notches of the panel, and by mutually introducing the hooks or rings, the hooks or rings are vertically overlapped in the adjacent notches, and the overlapping forms a connection hole that opens in the vertical direction. The concrete panels are connected to each other by fastening with fasteners using holes.
【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
たリング又はフックの一部を相互に他の欠き込み内に導
入し重畳させて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、隣接する欠き込み内において相互に重畳し上下方向
の連結孔を形成する上記リング又はフックを用いてパネ
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 panel closely, it is possible to introduce some of the rings or hooks arranged in each notch into the other notches and overlap them to connect them, and the joints are adjacent to each other as in the past. It is possible to solve the problem that it interferes with the concrete panels to create an excessive gap between the panels, and in addition, after laying the concrete panels closely, they are superposed on each other in the adjacent notches. Using the above-mentioned rings or hooks that form vertical connection holes, the connection work can be easily done from the top surface side of the panel, which allows close mounting of each concrete panel while significantly simplifying the connection work, greatly reducing the construction period and cost. Can be reduced to
【0006】[0006]
【実施例】以下本発明の実施例を図1乃至図8に基いて
説明する。Embodiments 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 good manner. In the weak joint portion 4, even after the weak joint portion 4 is cracked by, for example, extending the joint body 5 such as a net material embedded in the whole concrete panel 1, 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
一体のフック又はリング7(又はフック)を配置し、該
リング7の一部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 hook or ring 7 (or a hook) integrated with the concrete panel 1 is arranged in the notch 6, and a part of the ring 7 is provided. The recesses 6 of the adjacent concrete panels 1 are projected so as to be introduced into the notches 6 and are coupled to each other.
【0009】上記フック又はリング7は例えば図7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、両フック又はリング7を連結する連結棒
部8を図1及び図4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
のフック又はリング7を上記欠き込み6内に配置し、該
フック又はリング7の一部をコンクリ−トパネル1の側
面、即ち欠き込み6より突出させ、図8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
上下に重畳させる。For example, as shown in FIG. 7, the hook or ring 7 is formed by bending both ends of one rod into a hook or ring shape, and a connecting rod portion 8 for connecting both hooks or rings 7 is formed. As shown in FIGS. 1 and 4, the concrete panel 1 is horizontally installed in the joint 2, and the mortar 9 or the like filled in the joint 2 is integrated with the concrete panel 1, and hooks or rings at both ends are provided. 7 is disposed in the notch 6, and a part of the hook or ring 7 is projected from the side surface of the concrete panel 1, that is, the notch 6, and the protruding portion is adjacent to the concrete panel as shown in FIG. 1 notch 6
They are introduced into each other, and both are vertically overlapped in both notches 6 and 6.
【0010】コンクリートパネル1は相互に密接して両
欠き込み6,6を互いに連成して取付け穴12を形成
し、該取付穴12内において上記両フック又はリング
7,7を上下に重畳させ、該重畳により形成された上下
方向に開口せる連結孔10を用いて図6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
くは上記フック又はリング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
上記上下方向に開口せる連結孔10を形成するようにす
る。In the concrete panel 1, the notches 6 and 6 are in close contact with each other to form a mounting hole 12, and the hooks or rings 7 and 7 are vertically overlapped in the mounting hole 12. As shown in FIG. 6, using the connection hole 10 formed by the superposition and opened in the vertical direction,
Connection is made using fasteners such as bolts and nuts 11. Preferably, about half of the hook or ring 7 is projected laterally from the notch 6 so as to form a connecting hole 10 which is complementarily opened in the vertical direction when superposed.
【0011】上記締結具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。In addition to the above-mentioned bolts, press-fitting pins, crimping tacks, and the like can be used as the fasteners.
【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
配置した棒材から成るフック又はリングの一部を相互に
他の欠き込み内に導入し重畳させこれを用い連結を図る
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、隣接する両欠き込み内
において上下に重畳し、上下方向に開口する連結孔を形
成せるフック又はリングを用い、同パネル上面側から締
結具による締結作業が容易に行なえ、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, while laying concrete panels closely, part of hooks or rings made of rods arranged in each notch part is mutually notched. It is possible to introduce it into the inside and superimpose it and to use it to connect, and it is possible to eliminate the problem that the joint interferes with the adjacent concrete panels and creates an excessive gap between the panels, as in the past. Each concrete
After laying the panel closely, use hooks or rings that overlap vertically in the adjacent notches to form a connection hole that opens in the vertical direction, making it easy to perform fastening work with fasteners from the top side of the panel. In addition, it is possible to closely construct each concrete panel while significantly simplifying the connecting work, and to significantly reduce the construction period and cost.
【0014】又フック又はリングは棒材を単に曲げ加工
して締結に供する構成であるから、構造簡素にして全体
のパネルコストを削減できる。Further, since the hook or ring has a structure in which the rod is simply bent and used for fastening, the structure can be simplified and the overall panel cost can be 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内に配置さ
れたフック又はリング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 hooks or rings arranged in the notches of the concrete panel.
【図3】同様にフック又はリングの重合を説明する拡大
平面図である。FIG. 3 is an enlarged plan view which similarly illustrates the superposition of hooks or rings.
【図4】図1A−A線断面図である。FIG. 4 is a sectional view taken along the line AA of FIG.
【図5】図1B−B線断面図である。FIG. 5 is a sectional view taken along the line BB of FIG.
【図6】フック又はリングの締結状態を示す拡大側面図
である。FIG. 6 is an enlarged side view showing a fastening state of hooks or rings.
【図7】フック又はリング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 hook or a ring.
【図8】フック又はリング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 hooks or rings.
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 フック又はリング 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 joints 3 small blocks 4 weak joints 5 connecting bodies 6 notches 7 hooks or rings 8 connecting rods 9 mortar 10 connecting holes 11 bolt nuts 12 mounting holes
Claims (1)
うにした床面施工用コンクリ−トパネル1において、各
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と一体の棒材を曲げ
加工して成るフック又はリング7を配置してフック又は
リング7の一部をコンクリートパネル1の側面より突出
させ、該フック又はリング7の突出部を隣接するコンク
リ−トパネル1の欠き込み6内へ互いに導入し、該フッ
ク又はリング7の相互導入によってフック又はリング7
を隣接する両欠き込み6,6内において上下に重畳し、
該重畳によって上下方向に開口する連結孔10を形成
し、該連結孔10を用いた締結具による締結によりコン
クリートパネルを相互に連結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 1 for floor surface construction in which a large number of sheets are laid on the construction surface to form a floor surface, a notch 6 is provided at an edge of each concrete panel 1, and the notch 6 A hook or ring 7 formed by bending a bar material integrated with the concrete panel 1 is arranged therein, and a part of the hook or ring 7 is projected from the side surface of the concrete panel 1, and the protruding portion of the hook or ring 7 is provided. Are introduced into the notches 6 of the adjacent concrete panels 1, and the hooks or rings 7 are introduced by mutual introduction of the hooks or rings 7.
Are vertically overlapped in the adjacent notches 6 and 6,
A concrete panel for floor construction, characterized in that a connection hole 10 that opens in the up-down direction is formed by the overlapping, and the concrete panels are connected to each other by fastening with a fastener using the connection hole 10.
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 JPH0551992A (en) | 1993-03-02 |
JPH07100957B2 true 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 (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011006998A (en) * | 2009-06-29 | 2011-01-13 | Maxstone Kk | Connection structure for connecting mats for covering construction surface |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2920241B2 (en) * | 1993-10-13 | 1999-07-19 | 住友金属鉱山株式会社 | ALC panel for waste formwork and its mounting method |
JP4615584B2 (en) * | 2008-05-27 | 2011-01-19 | マックストン株式会社 | Lining flooring |
JP4917592B2 (en) * | 2008-12-15 | 2012-04-18 | マックストン株式会社 | Floor structure using floor forming mat |
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 |
GB2599732B (en) | 2020-10-12 | 2023-05-17 | Cap Trac Ltd | Flooring element |
Family Cites Families (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 |
JPS5721637Y2 (en) * | 1978-09-06 | 1982-05-11 |
-
1991
- 1991-12-24 JP JP3357020A patent/JPH07100957B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011006998A (en) * | 2009-06-29 | 2011-01-13 | Maxstone Kk | Connection structure for connecting mats for covering construction surface |
Also Published As
Publication number | Publication date |
---|---|
JPH0551992A (en) | 1993-03-02 |
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