JP2628959B2 - Manufacturing method of lightweight concrete board - Google Patents

Manufacturing method of lightweight concrete board

Info

Publication number
JP2628959B2
JP2628959B2 JP4131962A JP13196292A JP2628959B2 JP 2628959 B2 JP2628959 B2 JP 2628959B2 JP 4131962 A JP4131962 A JP 4131962A JP 13196292 A JP13196292 A JP 13196292A JP 2628959 B2 JP2628959 B2 JP 2628959B2
Authority
JP
Japan
Prior art keywords
alkali
synthetic resin
resin fiber
resistant synthetic
mold
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
Application number
JP4131962A
Other languages
Japanese (ja)
Other versions
JPH06285840A (en
Inventor
邦生 長谷川
Original Assignee
長谷川 善成
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 長谷川 善成 filed Critical 長谷川 善成
Priority to JP4131962A priority Critical patent/JP2628959B2/en
Publication of JPH06285840A publication Critical patent/JPH06285840A/en
Application granted granted Critical
Publication of JP2628959B2 publication Critical patent/JP2628959B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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  • Producing Shaped Articles From Materials (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、軽量コンクリート板の
製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a lightweight concrete plate.

【0002】[0002]

【従来の技術】従来より軽量コンクリート板の曲げ強度
を増加するため鉄筋網を使用することが知られている。
2. Description of the Related Art Conventionally, it has been known to use a reinforcing steel net to increase the bending strength of a lightweight concrete plate.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の製造方法では、使用する鉄筋網は比重が7.8と大
きいために製造される軽量コンクリート板の重量の増大
を招き、軽量コンクリート板を軽量化するという最も重
要な目的が達成できなくなる虞れがある。
However, in the above-mentioned conventional manufacturing method, the rebar mesh used has a large specific gravity of 7.8, which causes an increase in the weight of the lightweight concrete plate to be manufactured. There is a possibility that the most important purpose of the conversion cannot be achieved.

【0004】又、軽量コンクリート板の耐久性の低下に
よってひび割れ等による鉄筋腐食を原因とした軽量コン
クリート板の曲げ強度の劣化をおこす問題がある。
In addition, there is a problem that the bending strength of the lightweight concrete plate is degraded due to corrosion of reinforcing steel due to cracks or the like due to a decrease in durability of the lightweight concrete plate.

【0005】本発明は上述の実情に鑑みてなしたもので
軽くて曲げ強度の大きい軽量コンクリート板の製造方法
を提供することを目的としている。
The present invention has been made in view of the above circumstances, and has as its object to provide a method of manufacturing a lightweight concrete plate having a light weight and a high bending strength.

【0006】[0006]

【課題を解決するための手段】本発明は、耐アルカリ性
合成樹脂繊維網を型枠の中に緊張させた状態で取付け、
該型枠の外側に突出している前記耐アルカリ性合成樹脂
繊維網の端部を加熱等の手段によって型枠に溶着固定し
て固定部を設け、前記型枠の中に軽量生コンクリート若
しくは軽量モルタルを流し込んで固化させ、前記型枠か
ら固定部を取り除いて脱型したことを特徴とする軽量コ
ンクリート板の製造方法に係るものである。
SUMMARY OF THE INVENTION According to the present invention, an alkali-resistant synthetic resin fiber net is attached to a mold under tension.
An end of the alkali-resistant synthetic resin fiber net projecting outside the formwork is welded and fixed to the formwork by means such as heating.
A light-weight ready-mixed concrete or light-weight mortar is poured into the formwork and solidified .
The present invention relates to a method for manufacturing a lightweight concrete plate, wherein a fixing portion is removed from the mold and the mold is removed .

【0007】[0007]

【作用】従って本発明では、耐アルカリ性合成樹脂繊維
網を使用しているため、耐アルカリ性合成樹脂繊維網と
軽量生コンクリートとの結合が強固になり、軽量で且つ
優れた曲げ強度を有する軽量コンクリート板を製造する
ことができ、又耐アルカリ性合成樹脂繊維網を型枠の中
に固定する際、該型枠の外側に突出している前記耐アル
カリ性合成樹脂繊維網の端部を加熱等の手段によって型
枠に溶着するため、耐アルカリ性合成樹脂繊維網を固定
するための部材が不必要になり、その部材分のコストを
軽減できると共に前記アルカリ性合成樹脂繊維網を所
定の位置に確実に固定できるので製品の強度を向上で
き、更に、脱型した際には耐アルカリ性合成樹脂繊維網
の端部は切断され、この切断によって前記耐アルカリ性
合成樹脂繊維網の緊張が解けて該耐アルカリ性合成樹脂
繊維網が収縮するため、軽量コンクリート板内には前記
収縮による応力が生ずるようになり、その結果、前記応
力によって軽量コンクリート板全体の強度を一層向上さ
せることができるようになる。
Therefore, in the present invention, since the alkali-resistant synthetic resin fiber net is used, the bond between the alkali-resistant synthetic resin fiber net and the lightweight ready-mixed concrete is strengthened, and the lightweight concrete having light weight and excellent bending strength is provided. A plate can be manufactured, and when the alkali-resistant synthetic resin fiber net is fixed in the mold, the end of the alkali-resistant synthetic resin fiber net protruding outside the mold is heated or the like. to weld the mold, members for fixing the alkali-resistant synthetic resin fiber network is unnecessary, it can be securely fixed to the alkali-resistant synthetic resin fiber network in place it is possible to reduce the cost of the member min So you can improve the strength of the product
And when removed from the mold, an alkali-resistant synthetic resin fiber net
Is cut off, and this cut causes the alkali resistance
The tension of the synthetic resin fiber network is released and the alkali-resistant synthetic resin
Due to the shrinkage of the fiber net,
The stress due to shrinkage occurs, and as a result,
The strength of the entire lightweight concrete plate is further improved by the force
Will be able to

【0008】[0008]

【実施例】以下本発明の実施例を説明する。Embodiments of the present invention will be described below.

【0009】図1〜図4は本発明の一実施例である。FIGS. 1 to 4 show an embodiment of the present invention.

【0010】耐アルカリ性合成樹脂繊維網1を型枠2の
中に左右を引っ張った状態で取付け、位置ずれしないよ
うに型枠2の外側へ出ている耐アルカリ性合成樹脂繊維
網1の端部を加熱等の手段によって溶着して固定部3を
設け、次いで軽量生コンクリート若しくは軽量モルタル
4を型枠2内に流し込み、硬化後、型枠2から固定部3
を取除き脱型して板状の軽量コンクリート板5を取り出
す。
An alkali-resistant synthetic resin fiber net 1 is attached to a mold 2 while being pulled left and right into the mold 2, and the end of the alkali-resistant synthetic resin fiber net 1 protruding outside of the form 2 is fixed so as not to be displaced. The fixing portion 3 is provided by welding by means of heating or the like, and then lightweight ready-mixed concrete or lightweight mortar 4 is poured into the mold 2 and, after hardening, fixed from the mold 2 to the fixing portion 3.
Then, the plate-shaped lightweight concrete plate 5 is taken out.

【0011】軽量コンクリートとしては、例えば、結合
材としてポルトランドセメント市販普通品50重量部、
生石灰10重量部と、骨材としてシラスバルン(シラス
を微細末にしたもの)40重量部とのコンクリート材料
混合物に水70重量%を加えて調整したものを用いる。
As the lightweight concrete, for example, 50 parts by weight of a commercially available Portland cement as a binder,
A mixture prepared by adding 70% by weight of water to a concrete material mixture of 10 parts by weight of quick lime and 40 parts by weight of silas balun (finely divided shirasu) as an aggregate is used.

【0012】以上の如く得られた軽量コンクリート板5
は、耐アルカリ性合成樹脂繊維網1の比重が1.14で
あるため従来の鉄筋網の比重が7.8のものと比較して
約1/7程度と小さく非常に軽量であり、しかも、その
切断面を観察しても耐アルカリ性合成樹脂繊維網1が軽
量生コンクリート若しくは軽量モルタル4中に均一に埋
設され、耐アルカリ性合成樹脂繊維網1と軽量生コンク
リート若しくは軽量モルタル4層との分離は認められず
付着性は良好であった。
The lightweight concrete plate 5 obtained as described above
Since the specific gravity of the alkali-resistant synthetic resin fiber net 1 is 1.14, the specific gravity of the conventional reinforcing steel net is as small as about 1/7 as compared with that of 7.8, which is very light. Even when the cut surface is observed, the alkali-resistant synthetic resin fiber net 1 is evenly embedded in the lightweight ready-mixed concrete or the lightweight mortar 4, and the alkali-resistant synthetic resin fiber net 1 is separated from the light-weight ready-mixed concrete or the four layers of the lightweight mortar. No adhesion was observed and the adhesion was good.

【0013】耐アルカリ性合成樹脂繊維網1は軽量生コ
ンクリート若しくは軽量モルタル4の中に埋没されるか
ら耐アルカリ性合成樹脂繊維網1と軽量生コンクリート
若しくは軽量モルタル4との結合が強固になるととも
に、従来、耐アルカリ性合成樹脂繊維網1の有する強度
(曲げ、強張り、摩擦、結節)及び弾性回復等の優れた
特性が付与された軽量コンクリート板5を製造すること
ができる。
Since the alkali-resistant synthetic resin fiber net 1 is buried in lightweight ready-mixed concrete or light-weight mortar 4, the connection between the alkali-resistant synthetic resin fiber net 1 and the light-weight ready-mixed concrete or light-weight mortar 4 is strengthened. A lightweight concrete plate 5 having excellent properties such as strength (bending, tenacity, friction, and knotting) and elastic recovery of the alkali-resistant synthetic resin fiber net 1 can be manufactured.

【0014】尚、本発明の軽量コンクリート板の製造方
法は、上述の実施例にのみに限定されるものではなく、
本発明の要旨を逸脱しない範囲内において種々変更を加
え得ることは勿論である。
The method for manufacturing a lightweight concrete plate of the present invention is not limited to the above-described embodiment.
It goes without saying that various changes can be made without departing from the spirit of the present invention.

【0015】[0015]

【発明の効果】上記した本発明の軽量コンクリート板の
製造方法によれば、耐アルカリ性合成樹脂繊維網を使用
することによって、耐アルカリ性合成樹脂繊維網と軽量
コンクリートとの結合が強固になるとともに、耐アルカ
リ性合成樹脂繊維網の低比重で且つ優れた曲げ強度特性
を付与することができ、従って、従来の鉄筋網を使用し
て軽量コンクリート板の重くて曲げ強度が劣化されると
いう不具合を大幅に解消した軽量コンクリート板を製造
することができ、又耐アルカリ性合成樹脂繊維網を型枠
の中に固定する際、該型枠の外側に突出している前記耐
アルカリ性合成樹脂繊維網の端部を加熱等の手段によっ
て型枠に溶着するため、耐アルカリ性合成樹脂繊維網を
固定するための部材が不必要になり、その部材分のコス
トを軽減できると共に前記アルカリ性合成樹脂繊維網
を所定の位置に確実に固定できるので製品の強度を向上
でき、更に、脱型した際には耐アルカリ性合成樹脂繊維
網の端部は切断され、この切断によって前記耐アルカリ
性合成樹脂繊維網の緊張が解けて該耐アルカリ性合成樹
脂繊維網が収縮するため、軽量コンクリート板内には前
記収縮による応力が生ずるようになり、その結果、前記
応力によって軽量コンクリート板全体の強度を一層向上
させることができるようになるという優れた効果を奏し
得る。
According to the method for manufacturing a lightweight concrete board of the present invention described above, the use of the alkali-resistant synthetic resin fiber network strengthens the bond between the alkali-resistant synthetic resin fiber network and the lightweight concrete. The low specific gravity of the alkali-resistant synthetic resin fiber net and the excellent bending strength characteristics can be imparted, and therefore, the disadvantage that the weight of the lightweight concrete board is degraded due to the heavy weight and the deterioration of the bending strength using the conventional reinforcing net is greatly reduced. It is possible to manufacture a lightweight concrete plate that has been eliminated, and when fixing the alkali-resistant synthetic resin fiber net in the mold, heat the end of the alkali-resistant synthetic resin fiber net protruding outside the form. And the like, the member for fixing the alkali-resistant synthetic resin fiber net becomes unnecessary, and the cost for the member can be reduced. The so alkali resistance synthetic resin fiber network Ru can be securely fixed in position in improving the strength of the product
Can be made, and when demolded, alkali-resistant synthetic resin fiber
The end of the net is cut, which cuts the alkali resistant
The alkali-resistant synthetic tree
Due to the shrinking of the fatty fiber net,
The stress due to the shrinkage comes to occur, as a result,
The stress further increases the strength of the entire lightweight concrete plate
An excellent effect ing so that it can be.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施例を示す切断正面図である。FIG. 1 is a cutaway front view showing one embodiment of the present invention.

【図2】図1のII−II方向断面図である。FIG. 2 is a sectional view taken along the line II-II of FIG.

【図3】本発明の一実施例により得られた製品の切断正
面図である。
FIG. 3 is a cut front view of a product obtained according to one embodiment of the present invention.

【図4】図3のIV−IV方向断面図である。FIG. 4 is a sectional view taken along the line IV-IV of FIG. 3;

【符号の説明】[Explanation of symbols]

1 耐アルカリ性合成樹脂繊維網 2 型枠 3 固定部 4 軽量生コンクリート若しくは軽量モルタル 5 軽量コンクリート板 DESCRIPTION OF SYMBOLS 1 Alkali-resistant synthetic resin fiber net 2 Formwork 3 Fixing part 4 Lightweight ready-mixed concrete or lightweight mortar 5 Lightweight concrete board

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 耐アルカリ性合成樹脂繊維網を型枠の中
に緊張させた状態で取付け、該型枠の外側に突出してい
る前記耐アルカリ性合成樹脂繊維網の端部を加熱等の手
段によって型枠に溶着固定して固定部を設け、前記型枠
の中に軽量生コンクリート若しくは軽量モルタルを流し
込んで固化させ、前記型枠から固定部を取り除いて脱型
したことを特徴とする軽量コンクリート板の製造方法。
1. An alkali-resistant synthetic resin fiber net is attached to a mold while being tensioned, and an end of the alkali-resistant synthetic resin fiber net protruding outside the mold is heated by means such as heating. A fixed portion is provided by welding and fixing to the frame, light weight ready-mixed concrete or lightweight mortar is poured into the mold to be solidified , and the fixed portion is removed from the mold and removed from the mold. Manufacturing method of lightweight concrete board.
JP4131962A 1992-04-24 1992-04-24 Manufacturing method of lightweight concrete board Expired - Lifetime JP2628959B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4131962A JP2628959B2 (en) 1992-04-24 1992-04-24 Manufacturing method of lightweight concrete board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4131962A JP2628959B2 (en) 1992-04-24 1992-04-24 Manufacturing method of lightweight concrete board

Publications (2)

Publication Number Publication Date
JPH06285840A JPH06285840A (en) 1994-10-11
JP2628959B2 true JP2628959B2 (en) 1997-07-09

Family

ID=15070294

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4131962A Expired - Lifetime JP2628959B2 (en) 1992-04-24 1992-04-24 Manufacturing method of lightweight concrete board

Country Status (1)

Country Link
JP (1) JP2628959B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104802282B (en) * 2015-04-25 2017-04-05 中山市诚盛建材开发有限公司 A kind of preparation method of foam cement composite plate
CN111300604A (en) * 2020-02-26 2020-06-19 大元建业集团股份有限公司 High-efficient wallboard make-up machine

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5876207A (en) * 1981-11-02 1983-05-09 昭和電工株式会社 Manufacture of light aerated concrete body
JPS6120706A (en) * 1984-07-09 1986-01-29 昭和電工株式会社 Manufacture of molded shape consisting of light-weight granular body

Also Published As

Publication number Publication date
JPH06285840A (en) 1994-10-11

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