JPH11256762A - Plate-like reinforcement functioning like reinforcing steel of reinforced concrete - Google Patents
Plate-like reinforcement functioning like reinforcing steel of reinforced concreteInfo
- Publication number
- JPH11256762A JPH11256762A JP10168998A JP10168998A JPH11256762A JP H11256762 A JPH11256762 A JP H11256762A JP 10168998 A JP10168998 A JP 10168998A JP 10168998 A JP10168998 A JP 10168998A JP H11256762 A JPH11256762 A JP H11256762A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- reinforced concrete
- concrete
- reinforcing steel
- reinforcement
- 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
- Panels For Use In Building Construction (AREA)
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、鉄筋コンクリー
トの鉄筋の様な働きをする板状の筋で、板状という形の
特性を利用して、鉄筋では不可能だった厚さの薄い鉄筋
コンクリートの構成が可能となる。そのような筋に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plate-like bar which functions like a reinforcing bar of a reinforced concrete, and utilizes a characteristic of the plate-like shape to form a thin reinforced concrete which was impossible with a reinforcing bar. Becomes possible. It is about such a muscle.
【0002】[0002]
【従来の技術】従来の鉄筋コンクリートで厚さの薄いも
のを構成しようとした場合、厚さが薄ければ薄いほど鉄
筋を的確で正確な位置に納める必要がある。それは、厚
さが薄ければ薄いほど厚みの片方に寄ってしまう度合い
が大きくなるためである。もし、寄ってしまった場合、
鉄筋コンクリートとしての性能が著しく悪くなる。さら
に寄りすぎた場合、鉄筋コンクリートとしての特性が成
り立たなくなってしまう。従来の鉄筋で従来の製造方法
では、的確で正確な位置に納めることが難しかった。そ
のために厚さの薄い鉄筋コンクリートの板を造ることは
不可能とされてきた。2. Description of the Related Art When a conventional reinforced concrete having a small thickness is to be formed, the thinner the thickness, the more necessary it is necessary to place the reinforcing bar in a precise and accurate position. This is because the thinner the thickness, the greater the degree to which one of the thickness is shifted. If you drop by,
The performance as reinforced concrete deteriorates remarkably. If it is too close, characteristics as reinforced concrete will not be established. It has been difficult for conventional rebars to be placed in precise and accurate positions by the conventional manufacturing method. For this reason, it has been considered impossible to make thin reinforced concrete boards.
【0003】[0003]
【発明が解決しようとする課題】したがって、本発明
は、厚さの薄い鉄筋コンクリートの板が造れるように
し、鉄筋コンクリートの造形の幅を更に大きくする。SUMMARY OF THE INVENTION Accordingly, the present invention enables a thin reinforced concrete plate to be made and further increases the width of the reinforced concrete shaping.
【0004】[0004]
【課題を解決するための手段】いま、その構成を説明す
ると。図1、2の様に、(1)板状の地に(2)突起が
連続して幾つも付いているものを、鉄筋コンクリートの
従来の鉄筋のかわりに構成する。また、図3、4の様
に、(1)板状の地に(3)穴が連続して幾つもあいて
いるものを、鉄筋コンクリートの従来の鉄筋のかわりに
構成する。Means for Solving the Problems Now, the configuration will be described. As shown in FIGS. 1 and 2, (1) a plate-shaped ground having a number of continuous projections (2) is used instead of a conventional reinforcing bar of reinforced concrete. As shown in FIGS. 3 and 4, (1) a plate-like ground having (3) several continuous holes is formed in place of a conventional reinforcing bar of reinforced concrete.
【0005】[0005]
【発明の実施の形態】次に、本発明の実施の形態を述べ
ると。例えば、厚さの薄い鉄筋コンクリートの板を造る
場合、例えば(図5参照)、1m×2mの大きさで厚さ
4cmの板を造ろうとすると、先ず水平に1m×2mよ
りも大きい下の枠を設置し、その上に1m×2mの板の
小口面になる部分の枠を取り付ける、これで枠ができあ
がる。そこに(4)鉄筋を的確で正確な位置に置き、
(5)コンクリートを流し込んで表面を平らにすれば完
了。後は、(5)コンクリートが硬化した後、板を型枠
から取り出すといった具合である。そこで、この(4)
鉄筋を従来の鉄筋ではなく、本発明の筋を使う。以上の
ように、従来の鉄筋から本発明の筋に代えることが本発
明の実施の形態である。Next, an embodiment of the present invention will be described. For example, when making a thin reinforced concrete board (see FIG. 5), for example, when trying to make a board of 1 cm × 2 m and a thickness of 4 cm, first, a lower frame larger than 1 m × 2 m is horizontally placed. It is installed, and the frame of the part which becomes the fore-edge of a 1m x 2m plate is mounted on it. There, (4) put the rebar in a precise and accurate position,
(5) Pour concrete and level the surface to complete. After that, (5) after the concrete has hardened, the board is taken out of the mold. Therefore, this (4)
The reinforcing bar according to the present invention is used instead of the conventional reinforcing bar. As described above, it is an embodiment of the present invention to replace the conventional reinforcing bar with the bar of the present invention.
【0006】また、鉄筋コンクリート以外のものでも筋
を使うものであれば、本発明の特性を利用するこてがで
きる。[0006] The characteristics of the present invention can be used as long as a bar other than reinforced concrete is used.
【0007】また、本発明の材質は、鋼製や鋼製以外の
金属、プラスチック、炭素繊維等、目的におおじて使う
ことができる。The material of the present invention can be used for any purpose, such as steel or non-steel metal, plastic, and carbon fiber.
【0008】また、図6の様に、(6)網を付けること
によって、さらに特性を向上させるこてができる。Further, as shown in FIG. 6, by adding a net (6), the characteristics can be further improved.
【0009】[0009]
【発明の効果】本発明の筋は板状なので、従来の丸棒状
の鉄筋よりも、筋から鉄筋コンクリートの表面までの最
短寸法が長くとれる。よって、鉄筋コンクリートの筋の
片寄りの度合いが従来の鉄筋よりも有利になり、厚さの
薄い板が造りやすくなる。As the bar of the present invention is plate-shaped, the shortest dimension from the bar to the surface of the reinforced concrete can be longer than that of a conventional round bar-shaped bar. Therefore, the degree of deviation of the reinforced concrete streaks is more advantageous than that of the conventional reinforced concrete, and a thin plate can be easily formed.
【0010】また、図1、2の様に、(1)板状の地に
(2)突起を連続して幾つも付けることによって、コン
クリートの定着をよくし、筋としての役目を確実に担
う。Also, as shown in FIGS. 1 and 2, (1) a plurality of projections are continuously provided on a plate-like ground, thereby improving the anchorage of concrete and reliably serving as a streak. .
【0011】また、コンクリートを型枠に流し込んだ直
後に、コンクリートをしめ固める振動や衝撃があると、
従来の鉄筋は的確で正確な位置からずれてしまう恐れが
ある。それは、従来の丸棒状の鉄筋ではコンクリートの
流動に対する抵抗が小さいためである。そこで、その点
を本発明の筋と比較すると。本発明の筋は、従来の鉄筋
よりもコンクリートの流動に対する抵抗が大きいので、
的確で正確な位置からずれにくい、本発明はこの点も有
利であり、鉄筋の位置のずれの問題が解消される。In addition, immediately after the concrete is poured into the formwork, if there is a vibration or an impact that compacts the concrete,
Conventional rebars may be displaced from accurate and accurate positions. This is because the conventional round bar-shaped rebar has a low resistance to concrete flow. Then, compare that point with the line of the present invention. Since the bars of the present invention have greater resistance to concrete flow than conventional rebar,
The present invention is also advantageous in that it is difficult to shift from an accurate and accurate position, and the problem of the position shift of the reinforcing bar is solved.
【0012】さらに、図3、4の様に、(1)板状の地
に(3)穴が幾つもあくことによって、コンクリートの
流動に対する抵抗を大きくすることができる。Further, as shown in FIGS. 3 and 4, by providing (1) several holes in a plate-like ground, the resistance to the flow of concrete can be increased.
【0013】さらに、また、図6の様に、(6)網を付
けることによって、コンクリートの流動に対する抵抗を
大きくすることができる。Furthermore, as shown in FIG. 6, by adding the net (6), the resistance to the flow of concrete can be increased.
【0014】また、本発明は従来のコンクリートを流し
込む手順を変えると、例えば「発明の実施の形態」の例
で説明すると、型枠ができあがった後に(4)鉄筋を置
くのではなくて、先に(5)コンクリートを筋が的確で
正確な位置になるところまで流し込み平らにならす。そ
こに本発明の(4)筋を置く、またさらに(5)コンク
リートを流し込む、ここから後は同じである。この様に
すれば確実に筋が的確で正確な位置に納まる。しかも、
従来の鉄筋よりも作業が簡易になり、また、さらに的確
で正確に納めるための、スペーサーという材料が不必要
になる。このことによっても、厚さの薄い鉄筋コンクリ
ートの板が造りやすくなる。According to the present invention, when the conventional procedure for pouring concrete is changed, for example, as described in the example of the "embodiment of the invention", (4) the steel bar is not placed after the formwork is completed. (5) Pour concrete until the streak is at the correct and accurate position and level it. The (4) streaks of the present invention are put there, and further (5) concrete is poured. This ensures that the streaks are in the correct and accurate position. Moreover,
The work becomes simpler than conventional rebars, and the material of spacers for more accurate and accurate insertion is not required. This also facilitates the production of a thin reinforced concrete plate.
【図1】本発明の請求項1の一例の斜視図FIG. 1 is a perspective view of one example of the first embodiment of the present invention.
【図2】本発明の請求項1の一例の斜視図FIG. 2 is a perspective view of one example of the first embodiment of the present invention.
【図3】本発明の請求項2の一例の斜視図FIG. 3 is a perspective view of one example of the second embodiment of the present invention.
【図4】本発明の請求項2の一例の斜視図FIG. 4 is a perspective view of one example of the second embodiment of the present invention.
【図5】本発明の実施の形態の説明用の構成斜視図FIG. 5 is a configuration perspective view for explaining the embodiment of the present invention.
【図6】本発明の請求項3の一例の斜視図FIG. 6 is a perspective view of an example of the third embodiment of the present invention.
1は板状の地 2は突起 3は穴 4は筋(鉄筋) 5はコンクリート 6は網 1 is a plate-like ground 2 is a projection 3 is a hole 4 is a bar (rebar) 5 is concrete 6 is a net
Claims (3)
突起が連続して幾つも付いているもの。以上の如く構成
された鉄筋コンクリートの鉄筋のような働きをする板状
の筋。1. As shown in FIGS. 1 and 2, (1) on a plate-like ground (2)
One with many projections in a row. A plate-like bar that functions like a reinforced concrete bar constructed as described above.
穴が連続して幾つもあいているもの。以上の如く構成さ
れた鉄筋コンクリートの鉄筋のような働きをする板状の
筋。2. As shown in FIGS. 3 and 4, (1) on a plate-like ground (3)
One with a number of continuous holes. A plate-like bar that functions like a reinforced concrete bar constructed as described above.
けたもの。請求項1、2の鉄筋コンクリートの鉄筋のよ
うな働きをする板状の筋。3. As shown in FIG. 6, a net is added to (1) or (2). A plate-like bar that functions like a bar of the reinforced concrete according to claim 1 or 2.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10168998A JPH11256762A (en) | 1998-03-09 | 1998-03-09 | Plate-like reinforcement functioning like reinforcing steel of reinforced concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10168998A JPH11256762A (en) | 1998-03-09 | 1998-03-09 | Plate-like reinforcement functioning like reinforcing steel of reinforced concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11256762A true JPH11256762A (en) | 1999-09-21 |
Family
ID=14307317
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10168998A Pending JPH11256762A (en) | 1998-03-09 | 1998-03-09 | Plate-like reinforcement functioning like reinforcing steel of reinforced concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11256762A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013099874A (en) * | 2011-11-08 | 2013-05-23 | Nihon Kogyo Co Ltd | Concrete panel, and facility and method of manufacturing the same |
JP2016079585A (en) * | 2014-10-10 | 2016-05-16 | 学校法人日本大学 | Reinforcement member and reinforcement concrete structure using the reinforcement member |
-
1998
- 1998-03-09 JP JP10168998A patent/JPH11256762A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013099874A (en) * | 2011-11-08 | 2013-05-23 | Nihon Kogyo Co Ltd | Concrete panel, and facility and method of manufacturing the same |
JP2016079585A (en) * | 2014-10-10 | 2016-05-16 | 学校法人日本大学 | Reinforcement member and reinforcement concrete structure using the reinforcement member |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CZ281344B6 (en) | Process for producing a panel-like concrete element | |
JPH11256762A (en) | Plate-like reinforcement functioning like reinforcing steel of reinforced concrete | |
JP4420547B2 (en) | Precast concrete thin-walled synthetic board and concrete floor board or wall board using the same | |
KR200494539Y1 (en) | Blocking board | |
JP3437116B2 (en) | Precast concrete plate, slab and method of constructing the same | |
JP6854689B2 (en) | How to place fiber reinforced concrete and boundary members | |
KR20220089102A (en) | Precast hollow column structure and the construction method thereof | |
JP7555588B2 (en) | Precast concrete structure-forming substrate and gutter construction member equipped with same, method of constructing structure using precast concrete structure-forming substrate and method of constructing gutter using gutter construction member | |
CN216230021U (en) | Building element production template based on brush | |
KR200493864Y1 (en) | Blocking board | |
JP3487490B2 (en) | Rebar spacer | |
JPH0542331U (en) | Buttress type retaining wall basic block | |
JPH0647724A (en) | Manufacture of concrete building material | |
FI89194B (en) | Brick beam and method of producing a brick beam | |
JPH0598623A (en) | Construction method for two-layer concrete structure | |
JPH0431539A (en) | Concrete member reinforced with frp rod member | |
JPH0886048A (en) | Reinforcement spacer | |
JP3987995B2 (en) | Manufacturing mold for manufacturing concrete reinforcement spacers | |
KR20040081703A (en) | An iron frame | |
JPH11310988A (en) | Solid-welded wire gauze and adopted precast concrete panel | |
JPH02266049A (en) | Precast plate | |
JPH06134747A (en) | Manufacture of precast concrete plate | |
JPH11323963A (en) | Execution work method of concrete footing | |
ES1046585U (en) | Mold for manufacture of reinforced concrete beams. (Machine-translation by Google Translate, not legally binding) | |
JPH11192612A (en) | Formwork for precast |