JPS60129210A - Fiber reinforced cement board - Google Patents

Fiber reinforced cement board

Info

Publication number
JPS60129210A
JPS60129210A JP23844083A JP23844083A JPS60129210A JP S60129210 A JPS60129210 A JP S60129210A JP 23844083 A JP23844083 A JP 23844083A JP 23844083 A JP23844083 A JP 23844083A JP S60129210 A JPS60129210 A JP S60129210A
Authority
JP
Japan
Prior art keywords
fiber
cement board
frame
reinforced cement
holes
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
Application number
JP23844083A
Other languages
Japanese (ja)
Inventor
奈須 兼隆
大吉 末松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP23844083A priority Critical patent/JPS60129210A/en
Publication of JPS60129210A publication Critical patent/JPS60129210A/en
Pending legal-status Critical Current

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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】 本発明は、枠体に長Hh維線を張設して得た繊維枠を内
蔵する繊維補強セメント板、特に穴あき繊維補強セメン
ト板に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a fiber-reinforced cement board, particularly a perforated fiber-reinforced cement board, which incorporates a fiber frame obtained by stretching long Hh fibers in a frame body.

従来、セメント板に穴部を設けて、軽量化を計ったセメ
ント板があったが、これは穴部以外のセメント部分の補
強を鉄筋とかピアノ線にて行なっていた。このためにセ
メント部分の補強には限・度があり、これ以上、穴部を
大きくしたり、穴数を増やしたりして軽量化することが
できなかった。
Previously, there were cement boards that had holes in them to reduce weight, but the cement parts other than the holes were reinforced with reinforcing bars or piano wire. For this reason, there is a limit to the reinforcement of the cement part, and it has not been possible to further reduce the weight by making the hole larger or increasing the number of holes.

本発明は、かかる従来の問題点を解消せんとなされたも
ので、その目的とするところは、セメント板の肉厚内に
貫通穴を設けたことによる強度の低下を防止しながら軽
量化された繊維補強セメント板を提供することにある。
The present invention has been made to solve these conventional problems, and its purpose is to reduce the weight of the cement board while preventing the decrease in strength caused by providing through holes within the wall thickness of the cement board. The purpose of the present invention is to provide a fiber reinforced cement board.

即ち、この目的を達成するために、本発明の繊維補強セ
メント板は、肉厚内に貫通穴を形成したセメント板に、
枠体に長繊維線を張設した繊維枠を内蔵した繊維補強セ
メント板であって、前記長繊維線による繊維張設面で前
記貫通穴を囲繞する状態に繊維枠を内蔵する構成とした
That is, in order to achieve this object, the fiber-reinforced cement board of the present invention has a cement board in which through holes are formed in the wall thickness.
This fiber-reinforced cement board has a built-in fiber frame in which long fiber lines are stretched, and the fiber frame is built in such a state that the through hole is surrounded by the fiber stretched surface by the long fiber lines.

ここで、本発明における長41AM線とは、所要の間隔
を張設するに足りる最低限の長さ、1回又は複数回捲回
するに足りる最1氏限の長さ、その池とにかく張設する
ことができる長さを有する繊維をいう。例えば、ガラス
繊維ではストランド、ロービングのようなものをいう。
Here, the length 41AM wire in the present invention refers to the minimum length sufficient to stretch the required spacing, the maximum length sufficient for one or more windings, and the minimum length sufficient for winding the wire once or multiple times. refers to fibers with a length that can be For example, in the case of glass fiber, it refers to things like strands and rovings.

張設とは、長繊維線を枠体に捲張したり、びりかけたり
、結んだり、接着したり、その池の方法にて枠体に長繊
維線を張った状態、とにがく少なくとも2本の枠材間に
長繊維線が渡された状態をい従って、前述のように構成
した本発明の#J[補強セメント板によれば、貫通穴に
よって軽量化しなからも、長繊維線による繊維張設面で
貫通穴を囲繞しているため、長繊維線の補強効果により
強度の向」ニした繊維補強セメント板を得ることがで外
る。
Stretching refers to the state in which the long fiber wire is stretched around the frame body by winding, hanging, tying, gluing, or any other method, for at least two According to #J [reinforced cement board of the present invention constructed as described above, the long fiber wires are passed between the frame materials of the book, even though the weight is not reduced by the through holes, the long fiber wires Since the through hole is surrounded by the fiber-strung surface, a fiber-reinforced cement board with improved strength can be obtained due to the reinforcing effect of the long fiber wire.

以下、本発明の実施例を図面に示して説明する。Embodiments of the present invention will be described below with reference to the drawings.

尚、各実施例を述べるにあたり同一構成部分については
図面の符号を同一にする。
In describing each embodiment, the same reference numerals are used for the same components in the drawings.

第1図は本発明の第一実施例である繊維補強セメント板
Aの切欠斜視図、第2図は該セメント板へに内蔵させた
繊維枠1の斜視図である。
FIG. 1 is a cutaway perspective view of a fiber-reinforced cement board A according to a first embodiment of the present invention, and FIG. 2 is a perspective view of a fiber frame 1 built into the cement board.

#Jlll枠1をつくるにはまず枠体としての鉄筋枠2
を、主筋a、配力筋1〕、厚み方向の補助筋c+、 c
2から形成させる。次に長繊維線3としての耐アルカリ
性ガラス繊維を、補助筋elleZ間に製品の技手方向
に張設し、貫通穴4と平行に繊維張設面5aを形成する
# To make Jllll frame 1, first create the reinforcing bar frame 2 as the frame body.
, main reinforcement a, distribution reinforcement 1], auxiliary reinforcement in the thickness direction c+, c
Form from 2. Next, alkali-resistant glass fibers as long fiber lines 3 are stretched between the auxiliary reinforcements elleZ in the direction of the operator's hand of the product to form a fiber stretching surface 5a parallel to the through hole 4.

更に長繊維線3を主筋a、a、a、aの開に製品の幅方
向に複数回捲回して、繊維張設面51)を形成する。
Further, the long fiber line 3 is wound several times in the width direction of the product between the main reinforcements a, a, a, a, to form a fiber tensioning surface 51).

繊維補強セメント板ノ\の製造方法は、2方法あ1)、
一つは型枠6aに繊維枠1をセットし、貫通穴を成形す
るための型枠6a’を繊維枠1に差し込み(第3図−イ
)、次にセメント混合物7としてのコンクリートを打設
し、表面をコテにて仕」ニげる(第3図−ロ)。
There are two methods for manufacturing fiber-reinforced cement boards: 1)
One is to set the fiber frame 1 in the formwork 6a, insert the formwork 6a' for forming the through hole into the fiber frame 1 (Fig. 3-A), and then pour concrete as the cement mixture 7. Then, finish the surface with a trowel (Figure 3-B).

もう一つは、縦打ち用型枠61〕に繊維枠1をセットし
vJ通穴の型枠61)′を繊jAE枠1に差し込む(第
4・1図−イ)。次にセメント混合物7としてのコンク
リートを、繊維補強セメント板Aの厚み方向から打設す
る(第4図−口)。この場合1こはtin補強セメント
板Aの表面と表面とが型枠面で仕−に〇、きれいになる
The other method is to set the fiber frame 1 in the vertical forming frame 61) and insert the frame 61)' with the vJ through hole into the fiber jAE frame 1 (Fig. 4.1-a). Next, concrete as the cement mixture 7 is poured from the thickness direction of the fiber-reinforced cement board A (Fig. 4 - opening). In this case, the surfaces of the tin-reinforced cement board A and the surface of the formwork are perfectly clean.

第5し1は本発明の第二実施例である繊1F補強セメン
ト板Bの切欠斜視図である。
5th 1 is a cutaway perspective view of a fiber 1F reinforced cement board B which is a second embodiment of the present invention.

この実施例の繊維補強セメント板Bは、長繊維線3とし
てのメタ系アラミド繊維を穴方向と直角方向に捲張して
形成された繊細張設面5cによって2個の貫通穴4,4
 を囲繞した構造となっている。
The fiber-reinforced cement board B of this embodiment has two through holes 4, 4 formed by a delicate tension surface 5c formed by winding meta-aramid fibers as long fiber lines 3 in a direction perpendicular to the hole direction.
It is a structure that surrounds the

従って、細長い2個の貫通穴4,4 で相当軽量化され
ていながらも、繊維枠1の補強により強度的には丈夫は
繊維補強セメント板となる。
Therefore, although the weight is considerably reduced by the two elongated through holes 4, 4, the fiber reinforced cement board is strong in terms of strength due to the reinforcement of the fiber frame 1.

第6図は、繊維補強セメント板に内蔵する繊維枠1の実
施例を示し、この場合、第一実施例の繊維枠1と異なる
ところは、補助筋el+cf間の繊維張設面5aが、貫
通穴4の穴方向と平行な長繊維線3と、穴方向と直角な
長繊維線3と、で形成されている点である。
FIG. 6 shows an embodiment of the fiber frame 1 built into a fiber-reinforced cement board. In this case, the difference from the fiber frame 1 of the first embodiment is that the fiber tensioning surface 5a between the auxiliary reinforcements el and cf is penetrating. It is formed by long fiber lines 3 parallel to the hole direction of the hole 4 and long fiber lines 3 perpendicular to the hole direction.

第7図は繊維補強セメント板に内蔵する繊維枠1の池の
実施例である。
FIG. 7 shows an embodiment of the pond of the fiber frame 1 built into the fiber reinforced cement board.

繊維枠1をつくるには、まず矩形状の鉄筋枠2aをつく
り、これに貫通穴を繊維張設面で四角状に囲むように長
繊維線3としてのメタ系アラミド繊維を張設した繊維枠
1aを3本組み入れて固着し、全体としての繊維枠1を
形成させる。
To make the fiber frame 1, first, a rectangular reinforcing frame 2a is made, and meta-aramid fibers as the long fiber lines 3 are stretched on this to surround the through holes in a square shape on the fiber stretching surface. Three fibers 1a are incorporated and fixed to form the fiber frame 1 as a whole.

以上、本発明の実施例について図面により説明したが、
本発明の具体的な構成は前記した実施例に限定されるも
のではない。
The embodiments of the present invention have been described above with reference to the drawings, but
The specific configuration of the present invention is not limited to the embodiments described above.

長#&維線としては実施例では耐アルカリ性ガラス繊維
、メタ系アラミド繊維を用いたが、この他にもパラ系ア
ラミド繊維や炭素繊維を用いても良い。
In the examples, alkali-resistant glass fibers and meta-aramid fibers were used as the long fibers, but para-aramid fibers and carbon fibers may also be used.

セメント混合物としてはコンクリート、軽量及び発泡コ
ンクリートのほかにポリマーセメントモルタル、ガラス
および鋼の短繊維含有のモルタルでもよい。
In addition to concrete, lightweight and foamed concrete, cement mixtures may also be polymer cement mortars, mortars containing short fibers of glass and steel.

第7図で示す繊維枠1について、更に第一・実施例の様
に外周に長繊維線を幅方向に複数回捲回してもよい。
Regarding the fiber frame 1 shown in FIG. 7, the long fiber line may be wound around the outer periphery a plurality of times in the width direction as in the first embodiment.

尚、長繊維線として耐アルカリ性ガラス繊維を用いる場
合、セメント混合物中のアルカリによって劣化現象が起
きるが、これを防止する手段として、耐アルカリ性ガラ
ス繊維をエポキシ樹脂槽に浸漬させて枠体に張設したり
、耐アノ1カリ性ガラス繊賑を枠体に張設して繊維枠を
つくり、エポキシ1h1脂槽にどぶ付けする方法あるい
は、繊維枠に対し、はけ塗りにてエポキシ樹脂を塗布す
る方法を用いてもよい。
Note that when alkali-resistant glass fibers are used as long fiber wires, deterioration occurs due to the alkali in the cement mixture, but as a means to prevent this, the alkali-resistant glass fibers are immersed in an epoxy resin bath and stretched around the frame. Alternatively, create a fiber frame by stretching a potash-resistant glass fiber on the frame body, and apply it to an epoxy 1H1 oil tank.Alternatively, apply epoxy resin to the fiber frame by brushing. A method may also be used.

第一実施例における繊維補強セメント製品Aの製遣方法
について、13図−イの工程によらず、例えば型枠6a
の面に対して薄くコンクリート層を形成させた後、この
上に繊維枠1を載置し、貫通穴の型枠を繊維枠1に差し
込んでもよい。
Regarding the manufacturing method of the fiber-reinforced cement product A in the first embodiment, for example, the mold 6a
After forming a thin concrete layer on the surface, the fiber frame 1 may be placed on top of the concrete layer, and the through-hole formwork may be inserted into the fiber frame 1.

又、繊維補強セメント板を成形後、貫通穴に、断熱祠、
吸音材等を詰め込むと、繊維補強セメント板が断熱、吸
音の効果を発揮する。
In addition, after forming the fiber-reinforced cement board, insulating holes are placed in the through holes.
When filled with sound-absorbing materials, fiber-reinforced cement boards exhibit insulation and sound-absorbing effects.

又、繊維補強セメント板の貫通穴の形状は四角形のほか
に円形、だ円、多角形など限定はなく、更に穴数につい
ても限定はない。
Further, the shape of the through holes in the fiber-reinforced cement board is not limited to square, circular, oval, polygonal, etc., and the number of holes is also not limited.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の第一実施例である繊維補強セメント板
Aの切欠斜視図、第2図は該セメント板Aに内蔵させた
繊維枠の斜視図、第3図および第4図はそれぞれ繊維補
強セメント板の製造方法を示すニL程説明図、第5図は
本発明の第二実施例である繊維補強セメント板の切欠斜
視図、第6図および第7図はそれぞれ繊維枠の他側を示
す斜視図である。 A、B:繊維補強セメント板 1:繊維枠 2:鉄筋枠 3:長繊訛線 4:貫通穴 5a、5b、5c:繊it張設面 特許出願人 米松 大吉
Fig. 1 is a cutaway perspective view of a fiber-reinforced cement board A according to the first embodiment of the present invention, Fig. 2 is a perspective view of a fiber frame built into the cement board A, and Figs. 3 and 4 are respectively FIG. 5 is a cutaway perspective view of a fiber reinforced cement board according to a second embodiment of the present invention, and FIGS. 6 and 7 are diagrams showing a method for manufacturing a fiber reinforced cement board, respectively. It is a perspective view showing a side. A, B: Fiber reinforced cement board 1: Fiber frame 2: Rebar frame 3: Long fiber accent line 4: Through holes 5a, 5b, 5c: Textile IT tensioning surface Patent applicant Daikichi Yonematsu

Claims (1)

【特許請求の範囲】[Claims] 1)肉厚内に貫通穴を形成したセメント板に、枠体に長
1A−m線を張設した繊維枠を内蔵した繊維補強セメン
ト板であって、前記長繊維線による繊維張設面で前記貫
通穴を囲繞する状態に繊維枠を内蔵しtこことを特徴と
する繊維補強セメント板。
1) A fiber-reinforced cement board with a built-in fiber frame in which a 1A-m long wire is stretched on the frame body in a cement board with through holes formed in the wall thickness, wherein the fiber-stretched surface by the long fiber wire is A fiber-reinforced cement board comprising a built-in fiber frame surrounding the through hole.
JP23844083A 1983-12-17 1983-12-17 Fiber reinforced cement board Pending JPS60129210A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23844083A JPS60129210A (en) 1983-12-17 1983-12-17 Fiber reinforced cement board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23844083A JPS60129210A (en) 1983-12-17 1983-12-17 Fiber reinforced cement board

Publications (1)

Publication Number Publication Date
JPS60129210A true JPS60129210A (en) 1985-07-10

Family

ID=17030250

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23844083A Pending JPS60129210A (en) 1983-12-17 1983-12-17 Fiber reinforced cement board

Country Status (1)

Country Link
JP (1) JPS60129210A (en)

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