JPH06285840A - Manufacture of light-weight concrete board - Google Patents
Manufacture of light-weight concrete boardInfo
- Publication number
- JPH06285840A JPH06285840A JP13196292A JP13196292A JPH06285840A JP H06285840 A JPH06285840 A JP H06285840A JP 13196292 A JP13196292 A JP 13196292A JP 13196292 A JP13196292 A JP 13196292A JP H06285840 A JPH06285840 A JP H06285840A
- Authority
- JP
- Japan
- Prior art keywords
- light
- synthetic resin
- resin fiber
- weight
- fiber net
- 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
- Producing Shaped Articles From Materials (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【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 board.
【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 bar 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, since the reinforcing bar net used has a large specific gravity of 7.8, the weight of the lightweight concrete plate to be manufactured is increased, and the lightweight concrete plate is lightened. There is a risk that the most important purpose of becoming a person will not 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。Further, there is a problem in that the bending strength of the lightweight concrete plate is deteriorated due to the corrosion of the reinforcing bars due to cracks and the like due to the deterioration of the 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 an object of the present invention is to provide a method for manufacturing a lightweight concrete plate which is light and has a large 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張設した後、該型枠の中に
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。The present invention is characterized in that an alkali-resistant synthetic resin fiber network is stretched in a mold, and lightweight green concrete or lightweight mortar is poured into the mold to solidify. The present invention relates to a method for manufacturing a lightweight concrete plate.
【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
ことができる。Therefore, in the present invention, since the alkali-resistant synthetic resin fiber network is used, the connection between the alkali-resistant synthetic resin fiber network and the lightweight green concrete becomes strong, and the lightweight concrete is lightweight and has excellent bending strength. Plates can be manufactured.
【0008】[0008]
【実施例】以下本発明の実施例を説明する。EXAMPLES Examples 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。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。The alkali-resistant synthetic resin fiber net 1 is attached to the mold 2 in a state where the left and right sides are pulled, and the end portion of the alkali-resistant synthetic resin fiber net 1 protruding outside the mold 2 is prevented from being displaced. The fixing portion 3 is provided by welding by means of heating or the like, and then the light green concrete or the lightweight mortar 4 is poured into the mold 2 and, after hardening, is fixed from the mold 2 to the fixing portion 3.
Then, the mold is removed and 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 Portland cement commercially available ordinary product 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 powdered silas) 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。Lightweight concrete board 5 obtained as described above
Since the specific gravity of the alkali-resistant synthetic resin fiber network 1 is 1.14, it is about 1/7 of the specific gravity of the conventional reinforcing bar network, which is about 1/7, which is very light weight. Even if the cut surface is observed, the alkali-resistant synthetic resin fiber network 1 is uniformly embedded in the lightweight green concrete or the lightweight mortar 4, and the separation of the alkali-resistant synthetic resin fiber network 1 and the lightweight green concrete or the lightweight mortar 4 layer is recognized. 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 network 1 is buried in the lightweight green concrete or the lightweight mortar 4, the connection between the alkali-resistant synthetic resin fiber network 1 and the lightweight green concrete or the lightweight mortar 4 becomes strong, and the conventional It is possible to manufacture a lightweight concrete board 5 having excellent properties such as strength (bending, tensile strength, friction, knots) and elastic recovery that the alkali-resistant synthetic resin fiber network 1 has.
【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 producing a lightweight concrete board of the present invention is not limited to the above-mentioned embodiment,
Needless to say, various changes can be made without departing from the scope 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
た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
することができるという優れた効果を奏し得る。According to the above-described method for producing a lightweight concrete plate of the present invention, 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, It is possible to give excellent flexural strength characteristics with low specific gravity of alkali-resistant synthetic resin fiber network, therefore, it is possible to largely eliminate the problem that the lightweight concrete board using the conventional rebar network deteriorates in weight and flexural strength. It is possible to produce an excellent effect that it is possible to manufacture the lightweight concrete plate.
【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 cut front view showing an 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 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 an 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 line IV-IV in FIG.
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 1 Alkali-resistant synthetic resin fiber mesh 2 Formwork 3 Fixed part 4 Lightweight concrete or lightweight mortar 5 Lightweight concrete board
Claims (1)
に張設した後、該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. A method for producing a lightweight concrete plate, comprising: placing an alkali-resistant synthetic resin fiber mesh in a formwork, and then pouring the lightweight green concrete or lightweight mortar into the formwork to solidify. .
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 true JPH06285840A (en) | 1994-10-11 |
JP2628959B2 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) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104802282A (en) * | 2015-04-25 | 2015-07-29 | 中山市诚盛建材开发有限公司 | Manufacturing 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 |
Citations (2)
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 |
-
1992
- 1992-04-24 JP JP4131962A patent/JP2628959B2/en not_active Expired - Lifetime
Patent Citations (2)
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 |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104802282A (en) * | 2015-04-25 | 2015-07-29 | 中山市诚盛建材开发有限公司 | Manufacturing 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 |
Also Published As
Publication number | Publication date |
---|---|
JP2628959B2 (en) | 1997-07-09 |
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