JPS5896505A - Method of molding reinforced panel - Google Patents
Method of molding reinforced panelInfo
- Publication number
- JPS5896505A JPS5896505A JP56194948A JP19494881A JPS5896505A JP S5896505 A JPS5896505 A JP S5896505A JP 56194948 A JP56194948 A JP 56194948A JP 19494881 A JP19494881 A JP 19494881A JP S5896505 A JPS5896505 A JP S5896505A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- panel
- core material
- forming
- truss
- 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
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
- Laminated Bodies (AREA)
- Producing Shaped Articles From Materials (AREA)
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】
この発明は特に強度を有する軽暖、断熱パネル材の提供
、就゛中その低廉な成形方法の開示に係わるものである
。DETAILED DESCRIPTION OF THE INVENTION The present invention particularly relates to the provision of a light, warm, and insulating panel material having high strength, and particularly to the disclosure of an inexpensive method for forming the same.
而して従前に於けるこの種のパネル材、就中サンドイッ
チパネル材に於いては介装される断熱基材等が発泡合成
樹脂材、発泡軽量コンクリート材、ＡＬＣ板等の新開組
成のｍ弱な素材であり、パネル両端面に於ける表面強化
層を何等かの構造をもって連結しない限り圧縮強度、曲
げ強度等を特に劣弱としたものである。Therefore, in conventional panel materials of this type, especially sandwich panel materials, the intervening insulation base materials are made of newly developed compositions such as foamed synthetic resin materials, foamed lightweight concrete materials, and ALC boards. It is a material with particularly poor compressive strength, bending strength, etc. unless the surface reinforcing layers on both end faces of the panel are connected with some kind of structure.
か＼る要請よりして該パネル材自体を一定の形状寸法と
し、芯素材全周面をコンクリート材等をもって一体的に
被包して前面と後面とのコンクリートを所−箱状に連結
して強度を出すことが試みられたものである。In response to this request, the panel material itself has a certain shape and dimensions, the entire circumference of the core material is integrally covered with concrete material, etc., and the concrete on the front and rear surfaces are connected in a box shape. This was an attempt to increase strength.
しかし乍ら、か−る手法に吟いては成形パネル材を、現
場権工に合せて切断使用し、あるいは特に幅広′のパネ
ル材を必要とする場合等に不向なものとされ、又成形に
際しても芯材の両面に対するコンクリート打設を逐一な
すことが必要とされたものである。However, such methods are considered unsuitable in cases where the formed panel material must be cut to fit the on-site construction work, or where a particularly wide panel material is required; Even in this case, it was necessary to pour concrete on both sides of the core material one by one.
本発明に係るパネル材の成形方法は、かかる従前例に於
ける不都合に檻み特に案出されたものであって、極めて
簡便な手法による特異な−１２を有するパネル材の廉価
な提供を可能とし、又成形されたパネル材の現場に於け
る切断使用を可能になすと共にパネル材の全ての面に於
ける曲げ強度、耐衝撃、圧縮特性を特に均一としたもの
であり、その構成の要旨をトラス状に連通孔を開設され
た軽量芯材の両面に打設されるコンク１− トを鎖孔を
介して一体に成形して軽量芯材内にトラス状装置を設け
るようにした点に置き、以下の具体的な実施例と、これ
等実施例に附随する相当の設計変更が予定されたもので
ある。The method for forming a panel material according to the present invention has been specially devised to overcome the disadvantages of the conventional method, and it is possible to provide a panel material having a unique -12 at a low cost using an extremely simple method. In addition, it enables on-site cutting of the formed panel material, and has particularly uniform bending strength, impact resistance, and compression properties on all sides of the panel material. A truss-like device is provided in the lightweight core material by integrally molding the concrete poured on both sides of the lightweight core material with truss-like communication holes through the chain holes. The following specific examples and considerable design changes accompanying these examples are planned.
以下本発明に係る強化パネルの典型的な成形手法の一例
を図面について説明するに、（１）は発泡合成樹脂、発
泡したケイ酸カルシウム板、ＡＬＣ板、発泡コンクリー
ト板等の所謂有機、無機の発泡素材よりなる芯材であっ
て、この芯材（１）の−側面より他側面に向けて斜孔（
１） ａ〜（１）ａを相互に波状に連設されるように開
設し、所謂トラス状の一連の孔（１） 、ｌとしたもの
である。An example of a typical molding method for the reinforced panel according to the present invention will be explained below with reference to the drawings. A core material made of a foam material, with diagonal holes (
1) A to (1) a are opened so as to be connected to each other in a wavy manner, forming a so-called truss-shaped series of holes (1) and l.
尚、鎖孔（りａは緩かに曲がる波状とした場合は勿論新
制二等辺三角形状とした場合その他の相当の形状が予定
され、そのいずれに於いても斜孔（１）ａ〜（１）１相
互が後に打設されるコンクリート（２）をもってトラス
状に連通されるように・開設されたものである。It should be noted that, of course, if the chain hole (a) is made into a gently curved wavy shape, or if it is made into a new isosceles triangular shape, other equivalent shapes are planned, and in either case, the diagonal holes (1) a to (1) ) 1 were opened so that they would be connected to each other in a truss-like manner with concrete (2) that would be placed later.
尚又、孔１１） ａは左右方向と共に前後方向に向けて
も同様に開設され全方向に向けた強度補償が計られたも
のである。In addition, the holes 11) a are opened in the same manner in the front-rear direction as well as in the left-right direction, so as to compensate for the strength in all directions.
小＼る芯材（１）を予めコンクＩＩ −ト（２） ａ
ヲ打設した型枠１３）内に、を肴し、コンクリート（２
）を更に打設してバイブレーション付加をなして孔（１
）ａ内に完全にコンクＩＪ −ト１２１ ｂを打設する
ようになすと共に芯材（１）の表面にも所要厚幅に亘り
コンクリートｔ２１ ｃを横＋（ｉｆ して養生、一体
としたものである。Concrete the small core material (1) in advance (2) a.
Serve it in the formwork 13) that has been poured, and pour it into the concrete (2).
) is further cast to add vibration to the hole (1
) Concrete IJ-T 121 b is completely poured in a, and concrete t21 c is placed horizontally on the surface of the core material (1) over the required thickness and width + (if), and then cured and integrated. It is.
尚、か＼るコンクリート＋２） ａ〜（２）ｃの打設手
法に対して芯材（１）を型枠（３）内にコンクリ−）
＋２） ａ ｊこ相当する間隙を残して配設し、これに
芯材（１）の表面よりコンクリートを打設して同時にコ
ンクリート（２） ａ 、 （２１ｂ 、 （２）ｃを
成形することが別途予定されたものである。In addition, concrete + 2) For the pouring methods a to (2) c, the core material (1) is placed in the formwork (3).
+2) It is possible to leave a gap equivalent to a and j and pour concrete into this from the surface of the core material (1) and form concrete (2) a, (21b, and (2) c) at the same time. This was scheduled separately.
尚、叙上に於いて打設されるコンクリート（２）は、更
にその強度を曲す目的に於いて耐アルカリ性ガラスファ
イバーあるいはカーボンファイバー等の強化繊維を混入
することか予定されたものである。It is to be noted that the concrete (2) to be poured in the above is planned to be mixed with reinforcing fibers such as alkali-resistant glass fibers or carbon fibers in order to further increase its strength.
本発明に係るパネル材は叙上に於ける特長ある成形手法
よりして極めて簡便な手法６とよるサンドイッチ構造の
パネル材を廉価に提供し得ると共に成形されたパネル材
に於ける耐衝撃、曲げ強度特性等を著しく助長せしめ得
たものである。The panel material according to the present invention can provide a sandwich-structured panel material at a low cost using method 6, which is extremely simple compared to the unique forming method described above, and also has excellent impact resistance and bending resistance in the formed panel material. This can significantly improve strength properties, etc.
即ち、コンクリ−） （２１ａ 、 （２） Ｃのプレ
ート間にコンクリート（２）ｂが、あたかも乗置として
トラス状に配設され、構造体として完全なフレーム化が
計られると共に、これ等の乗置関に軽量で、断熱性に富
む芯材（１）が介装されたパネル構造体とされた本ので
ある。In other words, concrete (2)b is placed between the plates of concrete (21a, (2)C) as if it were a truss-like structure, and a complete frame is constructed as a structure. The book is a panel structure in which a lightweight, highly heat-insulating core material (1) is interposed at the base.
従って、成形パネル材のいずれの面に於いても所期の強
度が約束さね、所謂パネル材中央部分に於ける反り、あ
るいは凹陥、割れの危過は一掃され、又パネル材の随意
的な切断使用を可能としたものである。Therefore, the desired strength is guaranteed on all sides of the formed panel material, the risk of warping, denting, or cracking in the so-called central part of the panel material is eliminated, and the optional strength of the panel material is eliminated. This allows for cutting use.
又、か＼る優れた耐ａｍ、曲げ強度特性の存するパネル
構造よりして４例の晴面材天井材としては勿論、床材あ
るいはスラブ打設天井材等としても充分に活用し得たも
のである。In addition, due to its panel structure with excellent AM resistance and bending strength characteristics, it can be fully utilized not only as a glazing material for ceilings, but also as flooring materials, slab-cast ceiling materials, etc. It is.
更に、か−るパネル材に於いては充分な断熱遮音特性と
共に衝撃緩衝機能が認められた構築物素材としての広範
な使用が予定されたものである。Furthermore, such panel materials are expected to be widely used as construction materials, as they have been recognized to have sufficient heat and sound insulation properties as well as shock absorbing functions.
本発明に係るパネル成形手法は板上に於ける１通り極め
て簡便な成形手法をもって無筋パネル材として特に強度
の約束されたパネル材の提供を可能としたものである。The panel forming method according to the present invention makes it possible to provide a panel material with particularly high strength as an unreinforced panel material using an extremely simple method of forming a panel on a board.
第１図並びに第２図は本発明に係るパネル材の成形手法
を示す断面図、第３図は同成形品の断面図、第４図は同
斜視図である。
尚、図中（１）・・・芯材、（２）・・・コンクリート
、（３）・・・型枠を示したものである。
特許出願人
有限会社 新 日 壁 総 業
代理人弁理士
桑 原 稔
第１図
第２［１１
Ｂ’ ２ａ
第６図
第４図
ａ1 and 2 are sectional views showing a method of forming a panel material according to the present invention, FIG. 3 is a sectional view of the same molded product, and FIG. 4 is a perspective view thereof. In the figure, (1) shows the core material, (2) shows the concrete, and (3) shows the formwork. Patent Applicant Limited Company Nippon Kabe General Agent Patent Attorney Minoru Kuwahara Figure 1 Figure 2 [11 B' 2a Figure 6 Figure 4 a
Claims (2)
打設されるコンクリートを鎖孔を介して一体に成形して
軽量芯材内にトラス状梁骨を設けるようにしたことを特
徴とする強化パ入ルの成形方法。(1) Concrete poured on both sides of a lightweight core material with truss-shaped communication holes is integrally formed through chain holes, and truss-like beam bones are provided within the lightweight core material. Characteristic method of forming reinforced pads.
ことを特徴とする特許請求の範囲第一項記載に係る強化
パネルの成形方法。(2) A method for forming a reinforced panel according to claim 1, characterized in that the concrete is fiber reinforced concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56194948A JPS5896505A (en) | 1981-12-03 | 1981-12-03 | Method of molding reinforced panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56194948A JPS5896505A (en) | 1981-12-03 | 1981-12-03 | Method of molding reinforced panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5896505A true JPS5896505A (en) | 1983-06-08 |
| JPS647564B2 JPS647564B2 (en) | 1989-02-09 |
Family
ID=16332985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56194948A Granted JPS5896505A (en) | 1981-12-03 | 1981-12-03 | Method of molding reinforced panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5896505A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS615902A (en) * | 1984-06-21 | 1986-01-11 | 関東コンクリ−ト工業株式会社 | Manufacture of concrete block |
| JPS6384931A (en) * | 1986-09-30 | 1988-04-15 | 居上 英雄 | Precast composite body and manufacture thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5336850U (en) * | 1976-09-03 | 1978-03-31 | ||
| JPS5620856U (en) * | 1979-07-26 | 1981-02-24 | ||
| JPS56139797U (en) * | 1980-03-19 | 1981-10-22 |
-
1981
- 1981-12-03 JP JP56194948A patent/JPS5896505A/en active Granted
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5336850U (en) * | 1976-09-03 | 1978-03-31 | ||
| JPS5620856U (en) * | 1979-07-26 | 1981-02-24 | ||
| JPS56139797U (en) * | 1980-03-19 | 1981-10-22 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS615902A (en) * | 1984-06-21 | 1986-01-11 | 関東コンクリ−ト工業株式会社 | Manufacture of concrete block |
| JPH0351561B2 (en) * | 1984-06-21 | 1991-08-07 | Kanto Konkuriito Kogyo Kk | |
| JPS6384931A (en) * | 1986-09-30 | 1988-04-15 | 居上 英雄 | Precast composite body and manufacture thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS647564B2 (en) | 1989-02-09 |
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