JPH11268016A - Patterned lightweight cellular concrete plate and manufacture thereof - Google Patents

Patterned lightweight cellular concrete plate and manufacture thereof

Info

Publication number
JPH11268016A
JPH11268016A JP7966898A JP7966898A JPH11268016A JP H11268016 A JPH11268016 A JP H11268016A JP 7966898 A JP7966898 A JP 7966898A JP 7966898 A JP7966898 A JP 7966898A JP H11268016 A JPH11268016 A JP H11268016A
Authority
JP
Japan
Prior art keywords
cellular concrete
lightweight cellular
semi
concrete plate
cured
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
JP7966898A
Other languages
Japanese (ja)
Inventor
Kazuo Yoshida
一男 吉田
Teruo Nishikayama
照雄 西嘉山
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP7966898A priority Critical patent/JPH11268016A/en
Publication of JPH11268016A publication Critical patent/JPH11268016A/en
Pending legal-status Critical Current

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Landscapes

  • Panels For Use In Building Construction (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a bending crack load strength by a method wherein a pattern in given to a concrete plate by placing a designing mold on the surface of the semi-cured lightweight cellular concrete plate so as to vibrate at least either the semi-cured lightweight cellular concrete plate or the designing mold. SOLUTION: Under the state that an uneven patterned designing mold is placed on or beneath a semi-cured lightweight cellular concrete plate and its sides are fixed immovably to the semi-cured lightweight cellular concrete plate, both or either one of the semi-cured lightweight cellular concrete plate and the designing mold are vibrated so as to obtain a patterned semi-cured lightweight cellular concrete plate. The obtained patterned semi-cured lightweight cellular concrete plate is treated by a steam autoclave curing or the like and cured and cooled so as to obtain a patterned lightweight cellular concrete plate. By vibration-molding, a lightweight cellular concrete plate, on the surface of which a pattern in formed by partially flattening the surface part of the concrete plate, can be manufactured.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、模様付き軽量気泡
コンクリート板とその製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight lightweight concrete concrete board and a method for producing the same.

【0002】[0002]

【従来の技術】家屋用外壁材の分野では、窯業系サイデ
ィングと呼ばれる天然石調や煉瓦調の凹凸模様の付いた
厚さ12〜24mm程度の薄物外壁材の需要が高まって
いる。窯業系サイディングでは、原料に繊維補強材が混
入しているため、未硬化材料の成形性と成形後の保形性
が良く、未硬化時にプレスにより比較的容易に凹凸模様
をつけることができる。
2. Description of the Related Art In the field of exterior wall materials for houses, there is an increasing demand for thin exterior wall materials having a thickness of about 12 to 24 mm and having a natural stone-like or brick-like uneven pattern called ceramic siding. In the ceramic siding, since the fiber reinforcing material is mixed into the raw material, the moldability of the uncured material and the shape retention after molding are good, and the uneven pattern can be formed relatively easily by pressing when uncured.

【0003】一方、オートクレーブ養生の軽量気泡コン
クリート板などの軽量セメント系材料は、従来より、次
のような方法により表面に凹凸模様が付けられている。 (1)養生済みの硬化後の軽量セメント系材料の表面を
刃物で切削し凹凸模様を付ける方法 (2)型枠内に軽量気泡モルタルを打設し、該セメント
系材料の上面に模様付きゴム型、シートを被せ、この上
をローラーで転圧し模様を転写する方法(特公平3−2
7368号公報) (3)半硬化状の気泡性モルタルを緊張線材で切断し、
平面度が3mm以下の切断面とし、かつ、モルタルが1
0〜25ポンドの硬度範囲内のときに、凹部の深さが2
0mm以内の凹凸模様を有する型を該切断面に押し当て
模様を形成する方法(特公平5ー34121号公報) しかし、上記の軽量セメント系材料に凹凸模様を付与す
る方法には、次のような問題がある。
On the other hand, a light-weight cement-based material such as a light-weight aerated concrete plate that has been cured in an autoclave has conventionally been provided with an uneven pattern on the surface by the following method. (1) A method in which the surface of a cured, lightweight cement-based material after curing is cut with a blade to form an uneven pattern. (2) A lightweight cellular mortar is cast into a mold, and a patterned rubber is provided on the upper surface of the cement-based material. A method in which a pattern and a sheet are covered with a roller and the pattern is transferred by rolling with a roller (Japanese Patent Publication No. 3-2)
No. 7368) (3) Cut the semi-cured cellular mortar with a tension wire,
A cut surface with a flatness of 3 mm or less and a mortar of 1
When the hardness is in the range of 0 to 25 pounds, the depth of the concave portion is 2
A method in which a pattern having a concavo-convex pattern of 0 mm or less is pressed against the cut surface to form a pattern (Japanese Patent Publication No. 5-341121). However, a method for imparting a concavo-convex pattern to the lightweight cement-based material is as follows. Problem.

【0004】(1)の方法は、縞模様や格子模様等の模
様に制限され、自然石などの模様を再現するのは難し
い。しかも硬化した固い材料を切削するため、切削に多
くの手間と時間を要するためコスト高になる。また、
(2)の方法では、モルタルを型枠に打設するので軽量
気泡モルタルが硬化するまで、型枠を外すことができ
ず、生産量を高くするためには多くの型枠が必要になり
コスト高になる。
The method (1) is limited to patterns such as stripes and lattices, and it is difficult to reproduce patterns such as natural stones. In addition, since hardened hard material is cut, cutting requires much labor and time, resulting in high cost. Also,
In the method (2), since the mortar is cast into the mold, the mold cannot be removed until the lightweight cellular mortar is hardened. Get high.

【0005】さらに、(3)の方法は、従来技術の中で
は生産性に優れているが、モルタルが10〜25ポンド
の硬度範囲内のときに、凹凸模様を有する型をモルタル
面に押し当て模様を形成するため、面積の大きい1m2
以上の住宅用外壁材などを製造するためには、数十トン
以上のプレス機が必要であり、大きな設備が必要となり
コスト高になる。例えば、モルタル硬度が10〜25ポ
ンドの半硬化状では、モルタル硬度に相当する圧力であ
る1.45〜3.62kg/cm2より大きいプレス圧
力が必要である。住宅用の軽量気泡コンクリート外壁で
一般的な長さ2.86m、幅0.6mのサイズをこの方
法で作る場合には、1.716m2の面積のプレスが必
要であり、プレス圧力は24.9〜62.1トン必要に
なる。よって、面積の大きい大型サイズのプレス機が必
要であり、それに伴いコストが高くなる。
Further, the method (3) is excellent in productivity in the prior art, but when the mortar is in a hardness range of 10 to 25 pounds, a mold having an uneven pattern is pressed against the mortar surface. 1m 2 with a large area to form a pattern
In order to manufacture the above-mentioned outer wall material for a house, a press machine of several tens of tons or more is required, which requires large equipment and increases costs. For example, in a semi-cured state having a mortar hardness of 10 to 25 pounds, a pressing pressure higher than a pressure corresponding to the mortar hardness of 1.45 to 3.62 kg / cm 2 is required. When a general lightweight 2.86 m long and 0.6 m wide wall made of residential lightweight cellular concrete is made by this method, a press having an area of 1.716 m 2 is required, and the pressing pressure is 24. 9 to 62.1 tons are required. Therefore, a large-sized press machine having a large area is required, and the cost increases accordingly.

【0006】[0006]

【発明が解決しようとする課題】本発明の課題は、意匠
性に優れた模様付き軽量気泡コンクリート板および表面
部に強度の高い重質部を配置した構造で曲げひび割れ荷
重強度が高い軽量気泡コンクリート板、並びにその製造
方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a lightweight lightweight cellular concrete plate having a good design and a high-strength heavy part disposed on the surface to provide a high-strength flexural cracking load. DISCLOSURE OF THE INVENTION It is an object of the present invention to provide a plate and a method for manufacturing the plate.

【0007】[0007]

【課題を解決するための手段】すなわち、本発明は、以
下の通りである。 (1)半硬化状の軽量気泡コンクリート板の表面に意匠
型が乗せられ、該半硬化状の軽量気泡コンクリート板ま
たは該意匠型の少なくとも1方に振動が与えられて模様
が付与されてなるものであることを特徴とする模様付き
軽量気泡コンクリート板。 (2)半硬化状の軽量気泡コンクリート板の表面に意匠
型を置いて模様を付与する製造方法であって、該半硬化
状の軽量気泡コンクリート板または該意匠型の少なくと
も1方に振動を与えることを特徴とする模様付き軽量気
泡コンクリート板の製造方法。
That is, the present invention is as follows. (1) A design mold is placed on the surface of a semi-cured lightweight cellular concrete plate, and a pattern is provided by applying vibration to at least one of the semi-cured lightweight cellular concrete plate or the design mold. A lightweight lightweight cellular concrete board characterized by the following. (2) A method of providing a design by placing a design mold on the surface of a semi-cured lightweight cellular concrete plate, and applying vibration to at least one of the semi-cured lightweight cellular concrete plate or the design mold. A method for producing a lightweight lightweight cellular concrete board, comprising:

【0008】本発明における軽量気泡コンクリート板と
は、気泡を含むセメント系材料の軽量化されているいる
ものをいう。本発明に使用する軽量気泡コンクリート
は、オートクレーブ養生の軽量気泡コンクリート、軽量
モルタル、軽量コンクリートなどであり、気泡を含む軽
量セメント系材料であれば特に限定しされない。また、
この軽量気泡コンクリートにラス網や鉄筋を埋め込み、
補強したものも含む。
The lightweight cellular concrete board in the present invention refers to a lightweight cement-based material containing cells. The lightweight cellular concrete used in the present invention is, for example, lightweight cellular concrete, lightweight mortar, lightweight concrete, etc. cured by autoclave, and is not particularly limited as long as it is a lightweight cement-based material containing cells. Also,
Embed lath nets and reinforcing bars in this lightweight cellular concrete,
Includes reinforcements.

【0009】本発明に使用する軽量気泡コンクリート
は、たとえば、珪石、セメント、生石灰、水を主原料と
し、石膏、解砕屑等を必要に応じて添加し、更に気泡を
混入させたコンクリートスラリーから作ることができ
る。コンクリートに気泡を混入させる方法としては、コ
ンクリートスラリーにアルミニウム粉などの起泡剤を混
入させて発泡させる方法を用いてもよく、あらかじめ発
泡させた気泡をコンクリートスラリーに混入する方法を
用いてもよい。
The lightweight cellular concrete used in the present invention is made from a concrete slurry containing, for example, silica stone, cement, quick lime, water as a main raw material, gypsum, crushed debris, etc., if necessary, and further containing air bubbles. be able to. As a method of mixing air bubbles into concrete, a method of foaming by mixing a foaming agent such as aluminum powder into concrete slurry may be used, or a method of mixing air bubbles previously foamed into concrete slurry may be used. .

【0010】上記のようにして得られた気泡コンクリー
トスラリーを、あらかじめラス網や鉄筋などの補強筋を
配置した型枠に注入、養生し、切断するのに適した硬度
になった時、型枠から外し半硬化状のコンクリートブロ
ックを得ることができる。半硬化状のコンクリートブロ
ックは、適当な大きさに切断して半硬化状の軽量気泡コ
ンクリート板を得ることができる。
When the foamed concrete slurry obtained as described above has a hardness suitable for injecting, curing and cutting into a mold in which reinforcing bars such as a lath net and a reinforcing bar are previously arranged, the mold is formed. And a semi-hardened concrete block can be obtained. The semi-cured concrete block can be cut into an appropriate size to obtain a semi-cured lightweight cellular concrete plate.

【0011】本発明における半硬化状の軽量気泡コンク
リート板は、圧縮強度が0.2〜4kgf/cm2にな
るようにコンクリートブロック、または切断後の半硬化
状の軽量気泡コンクリート板の養生時間を調整して使用
するがことが好ましく、さらには、0.5〜2kgf/
cm2になるように養生時間を調整して用いることが好
ましい。0.2kgf/cm2より小さい場合は、意匠
型にコンクリートがくっつき、欠損ができ易い。また、
4kgf/cm2より大きい場合は、凹凸の付いた意匠
面を振動させたとき、亀裂が入り易い。本発明における
意匠型とは、半硬化状の軽量気泡コンクリート板に凹凸
模様を付与するための型をいう。
The semi-cured lightweight cellular concrete board of the present invention has a curing time of the concrete block or the semi-cured lightweight cellular concrete board after cutting so that the compressive strength is 0.2 to 4 kgf / cm 2. It is preferable to use it after adjusting it, and further, 0.5 to 2 kgf /
It is preferable that the curing time is adjusted so that the curing time becomes 2 cm 2 . When it is smaller than 0.2 kgf / cm 2 , concrete sticks to the design mold and is likely to be broken. Also,
If it is larger than 4 kgf / cm 2 , cracks are likely to occur when the design surface having irregularities is vibrated. The design mold in the present invention refers to a mold for imparting an uneven pattern to a semi-cured lightweight cellular concrete plate.

【0012】本発明の模様付き軽量気泡コンクリート板
の製造方法は、模様の付いた意匠型を半硬化状の軽量気
泡コンクリート板に接触させ、意匠型および半硬化状の
軽量気泡コンクリート板の少なくとも1方または両方に
振動を加えて半硬化状の軽量気泡コンクリート板に凹凸
模様を付与するものである。振動を加えて半硬化状の軽
量気泡コンクリート板に凹凸模様を付与する装置のの一
例の側面図を図1と図2に示す。本発明の模様付き軽量
気泡コンクリート板の製造方法は、意匠型が振動により
半硬化状の軽量気泡コンクリート板の表面に食い込む振
動であればよく、振動の振幅および周期などは、特に限
定されないが、振幅0.001〜5mmが好ましく、振
幅0.1〜2mmがより好ましい。
In the method for producing a lightweight lightweight cellular concrete board with a pattern according to the present invention, a design die having a pattern is brought into contact with a semi-hardened lightweight cellular concrete board, and at least one of the design mold and the semi-hardened lightweight cellular concrete board is provided. Vibration is applied to one or both of them to impart an uneven pattern to the semi-cured lightweight cellular concrete plate. FIGS. 1 and 2 show side views of an example of an apparatus for imparting an uneven pattern to a semi-cured lightweight cellular concrete plate by applying vibration. The method for producing a patterned lightweight cellular concrete board of the present invention may be any vibration as long as the design mold bites into the surface of the semi-cured lightweight cellular concrete board due to vibration, and the amplitude and cycle of the vibration are not particularly limited, The amplitude is preferably 0.001 to 5 mm, more preferably 0.1 to 2 mm.

【0013】また、振動の周期は、10〜40000サ
イクル/分が好ましく、より好ましくは100〜100
00サイクル/分である。振幅が0.001mmより小
さい場合、および振動の周期が10サイクル/分より小
さい場合は、凹凸模様を付与するのに時間がかかる。ま
た、振幅が5mmより大きい場合にはひび割れが入る場
合がある。さらに、振動の周期が20000サイクル/
分より大きい場合には、可聴域から外れるため騒音にな
らないという特徴があるが、振幅を0.01mm以下に
しないとひび割れが入り易いため、振動の周期が200
00サイクル/分より大きい場合には、振幅を0.01
mm以下にすることが好ましい。凹凸模様の凸領域がリ
ブ状に配置されている意匠型を用い、最大深さ程度の変
位になるように振動時間を調整して、半硬化状の軽量気
泡コンクリート板に凹凸模様を付けると、凹凸模様表面
部分に重質部がリブ状に配置された軽量気泡コンクリー
ト板を製造することができる。
The cycle of vibration is preferably 10 to 40,000 cycles / minute, more preferably 100 to 100 cycles / minute.
00 cycles / minute. When the amplitude is smaller than 0.001 mm and when the cycle of vibration is smaller than 10 cycles / minute, it takes time to provide the concavo-convex pattern. If the amplitude is larger than 5 mm, cracks may occur. Furthermore, the cycle of vibration is 20,000 cycles /
If it is larger than minute, it is out of the audible range and there is no noise. However, if the amplitude is not less than 0.01 mm, cracks are liable to occur.
If greater than 00 cycles / min, the amplitude is 0.01
mm or less. Using a design type in which the convex area of the uneven pattern is arranged in a rib shape, adjusting the vibration time so that the displacement becomes about the maximum depth, and applying the uneven pattern to the semi-cured lightweight cellular concrete board, It is possible to manufacture a lightweight cellular concrete plate in which a heavy portion is arranged in a rib shape on the surface portion of the uneven pattern.

【0014】本発明で重質部とは、半硬化状の軽量気泡
コンクリート板の気泡部分が振動で押しつぶされ、高比
重になった、硬化後に重質部となる部分をいい、60
℃、湿度40%で24時間乾燥させた軽量気泡コンクリ
ート板の任意の部分1cm2 の比重をいう。比重は、軽
量気泡コンクリート板全体の比重の1.2〜3倍が好ま
しく、さらに1.6〜2.5倍が好ましい。気泡部分が
押しつぶされずに残っている部分は、硬化後も気泡とし
て残る。本発明でいう変位量とは、半硬化状の軽量気泡
コンクリート板を固定して、凹凸模様の付いた意匠型を
半硬化状の軽量気泡コンクリート板に接触させて振動に
より模様を付ける際、半硬化状の軽量気泡コンクリート
板に意匠型を食い込ませる食い込み距離をいう。
In the present invention, the heavy portion refers to a portion of the semi-hardened lightweight cellular concrete plate which has been crushed by vibration to have a high specific gravity and becomes a heavy portion after curing.
A specific gravity of 1 cm @ 2 in an arbitrary portion of a lightweight cellular concrete board dried at 40 DEG C. and a humidity of 40% for 24 hours. The specific gravity is preferably 1.2 to 3 times, more preferably 1.6 to 2.5 times the specific gravity of the entire lightweight cellular concrete plate. The portion where the bubble portion remains without being crushed remains as a bubble even after curing. The displacement amount referred to in the present invention means that when a semi-cured lightweight cellular concrete plate is fixed and a design mold having an uneven pattern is brought into contact with the semi-cured lightweight cellular concrete plate to form a pattern by vibration, It refers to the penetration distance of the design die into the hardened lightweight cellular concrete plate.

【0015】表面にリブ状の重質部を有する軽量気泡コ
ンクリート板は、凹凸のついた意匠型の凸部分をリブ状
に配置することで得られる。ここでいうリブ状とは、格
子状、直線状、曲線状の連続した長さの重質部を言う。
この重質部の長さは、特に限定されないが、長いほど曲
げひび割れ荷重が大きいため、リブ状の重質部の長さは
10cmから軽量気泡コンクリート板の全長が好まし
い。また、重質部の深さは、1mm〜板厚の半分が好ま
しい。1mmより小さいと曲げひび割れ荷重を大きくす
る効果が少なく、板厚の半分以上では、成型中にひび割
れが生じやすい。
A lightweight cellular concrete plate having a rib-shaped heavy portion on the surface can be obtained by arranging a design-type convex portion having irregularities in a rib shape. The rib shape here refers to a heavy portion having a continuous length in a lattice shape, a linear shape, and a curved shape.
The length of the heavy portion is not particularly limited, but the longer the longer, the greater the bending crack load. Therefore, the length of the rib-shaped heavy portion is preferably from 10 cm to the entire length of the lightweight cellular concrete plate. Further, the depth of the heavy portion is preferably 1 mm to half the plate thickness. If it is less than 1 mm, the effect of increasing the bending crack load is small, and if it is more than half of the sheet thickness, cracks tend to occur during molding.

【0016】本発明で用いる意匠型は、材質が半硬化状
の軽量気泡コンクリート板に模様を転写できる強度を有
するものであれば特に限定されないが、たとえば、ウレ
タン樹脂、エポキシ樹脂、スチレン樹脂プラスチック、
鉄鋼、ステンレス、アルミニウム、チタン等を用いるこ
とができる。模様の精度、耐久性の点から硬質ウレタン
樹脂、エポキシ樹脂、金属が特に好ましい。また、意匠
型の凹凸模様は特に制限されるものではなく、たとえ
ば、石調、レンガ調、タイル調等のものが用いられる。
The design type used in the present invention is not particularly limited as long as the material has a strength capable of transferring a pattern to a lightweight semi-cured cellular concrete plate. Examples thereof include urethane resin, epoxy resin, styrene resin plastic, and the like.
Steel, stainless steel, aluminum, titanium, or the like can be used. Hard urethane resin, epoxy resin, and metal are particularly preferable in terms of pattern accuracy and durability. The design type uneven pattern is not particularly limited, and for example, stone-like, brick-like, tile-like or the like is used.

【0017】本発明の製造方法は、先ず、半硬化状の軽
量気泡コンクリート板の上または下に凹凸模様の付いた
意匠型を置き、側面を半硬化状の軽量気泡コンクリート
板に密着させ動かないように固定し、半硬化状の軽量気
泡コンクリート板または意匠型の両方または1方を振動
させ、模様付き半硬化状の軽量気泡コンクリート板とす
る方法である。次いで、得られた模様の付いた半硬化状
の軽量気泡コンクリート板をオートクレーブ蒸気養生な
どの処理を行い、硬化させ、冷却し、模様付の軽量気泡
コンクリート板を得ることができる。
In the production method of the present invention, first, a design mold having an uneven pattern is placed on or below a semi-cured lightweight cellular concrete plate, and the side surface is brought into close contact with the semi-cured lightweight cellular concrete plate and does not move. In this method, a semi-cured lightweight cellular concrete board or a design mold is vibrated, and a semi-cured lightweight cellular concrete board with a pattern is formed. Next, the obtained semi-cured lightweight cellular concrete board with the pattern is subjected to treatment such as autoclave steam curing, cured, and cooled to obtain a patterned lightweight cellular concrete board.

【0018】半硬化状の軽量気泡コンクリート板の模様
の深さは、意匠型の模様の深さ、たとえば凹凸模様の深
さにより決まる。凹凸模様の深さは、特に限定されない
が軽量気泡コンクリート板の板厚の半分以下が好まし
い。板厚の半分より凹凸模様の深さが大きい場合には、
ひび割れが起こる場合がある。本発明の模様付き軽量気
泡コンクリート板は、外壁材、塀材、内装壁材、または
天井材などの建材に使用できる。本発明でいうセメント
系建材とは、原料にセメントを5重量%以上使用するも
のをいう。本発明の製造方法は、振動機により、半硬化
状の軽量気泡コンクリート板または該意匠型の少なくと
も1方に振動を与える振動成形であるため、部分的に振
動を与えることも可能であり、プレス機のような大型の
設備が不要で、設備費が安価になり製造コストを安くす
ることができる。
The depth of the pattern of the semi-cured lightweight cellular concrete plate is determined by the depth of the design pattern, for example, the depth of the uneven pattern. The depth of the uneven pattern is not particularly limited, but is preferably equal to or less than half the thickness of the lightweight cellular concrete plate. If the depth of the uneven pattern is larger than half of the board thickness,
Cracks may occur. The patterned lightweight cellular concrete board of the present invention can be used as a building material such as an outer wall material, a wall material, an interior wall material, or a ceiling material. The cement-based building material referred to in the present invention means a material containing 5% by weight or more of cement as a raw material. Since the manufacturing method of the present invention is a vibration molding in which vibration is applied to at least one of a semi-cured lightweight cellular concrete plate or the design mold by a vibrator, it is also possible to partially apply vibration, Large equipment such as a machine is not required, so that equipment costs can be reduced and manufacturing costs can be reduced.

【0019】本発明の製造方法では、気泡を含んだ半硬
化状の軽量気泡コンクリート板が振動により意匠型と接
する部分が変形して気泡が潰れ、その潰れた部分が重質
部となり、意匠型の形状および振動の振幅、振動数、ま
たは振動時間を調整することで、この重質部が表面に配
置された模様付きの軽量気泡コンクリート板を製造する
ことができる。重質部は、特に形状が限定されず部分的
でも全面でもよいが、リブ状の凹凸模様が好ましい。リ
ブ状の凹凸模様であると曲げひび割れ荷重強度を高くす
ることができる。
In the manufacturing method of the present invention, the part of the semi-cured lightweight cellular concrete plate containing the bubbles deforms due to the vibration and the bubbles are crushed, and the crushed parts become heavy parts, and the crushed parts become heavy parts. By adjusting the shape, vibration amplitude, vibration frequency, or vibration time, a light-weight cellular concrete board with a pattern in which this heavy portion is disposed on the surface can be manufactured. The shape of the heavy portion is not particularly limited and may be partial or full, but a rib-shaped uneven pattern is preferable. With the rib-shaped uneven pattern, the bending crack load strength can be increased.

【0020】本発明の製造方法では、リブ状の凹凸模様
を有する意匠型を用いると、半硬化状の軽量気泡コンク
リート表面にに重質部がリブ状に配置されている凹凸模
様付き軽量気泡コンクリート板を得ることができる。本
発明の特長の1つは、表面部に重質部をリブ状に配置す
ることができることであり、凹凸模様付きの軽量気泡コ
ンクリート板の、曲げひび割れ荷重強度を高くすること
ができる点にある。重質部は、気泡が少ないため気泡部
よりも強度が高く、この重質部の寄与で模様付きの軽量
気泡コンクリート板の曲げ荷重が高くなるものと考えら
れる。また、重質部と気泡部は、ほぼ同様の組成である
ことから、熱膨張性や水の浸入など環境変化に対する影
響も同様であるため、環境変化による亀裂が起こりにく
いという特長をもつている。
In the manufacturing method of the present invention, when a design mold having a rib-shaped uneven pattern is used, a lightweight cellular concrete with an uneven pattern in which a heavy portion is arranged in a rib shape on the surface of a semi-cured lightweight cellular concrete. You can get a board. One of the features of the present invention is that a heavy portion can be arranged in a rib shape on the surface portion, and that the flexural crack load strength of a lightweight cellular concrete plate with an uneven pattern can be increased. . It is considered that the heavy portion has a higher strength than the bubble portion because there are few bubbles, and the bending load of the patterned lightweight cellular concrete plate increases due to the contribution of the heavy portion. In addition, since the heavy part and the bubble part have almost the same composition, they have the same effect on environmental changes such as thermal expansion and water intrusion, and thus have the feature that cracks due to environmental changes are unlikely to occur. .

【0021】[0021]

【発明の実施の形態】以下、本発明を実施例により詳細
に説明する。なお、物性の測定は、以下の通りである。 (1)圧縮強度 JIS A 5416に準じて測定した値 (2)曲げひび割れ荷重 JIS A5416に準じて測定した値
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to embodiments. The measurement of physical properties is as follows. (1) Compressive strength Value measured according to JIS A 5416 (2) Bending crack load Value measured according to JIS A 5416

【0022】[0022]

【実施例1〜3】珪石53重量部、生石灰7.5重量
部、セメント37重量部、乾燥石膏2.5重量部からな
る固形分100重量部に対し、水70重量部、アルミ粉
末0.060重量部を含有する軽量気泡コンクリートス
ラリーを、あらかじめ補強用鉄筋を配置した型枠に注入
し、養生後、半硬化状の軽量気泡コンクリートブロック
を得た。補強用鉄筋は、直径5mmの丸鋼を500mm
×1750mmの長方形に組み、さらに幅方向、長さ方
向に各々125mm間隔毎にも直径5mmの丸鋼を設
け、格子状に構成された網2枚を25mmの間隔でかご
状に溶接したものを使用した。
Examples 1 to 3 70 parts by weight of water, 100 parts by weight of solids consisting of 53 parts by weight of silica, 7.5 parts by weight of quick lime, 37 parts by weight of cement, and 2.5 parts by weight of dry gypsum were used. The lightweight cellular concrete slurry containing 060 parts by weight was poured into a mold in which reinforcing steel was previously arranged, and after curing, a semi-cured lightweight cellular concrete block was obtained. Reinforcing bars are 5mm in diameter round steel 500mm
× 1750mm rectangular, further provided in the width direction, the length direction in each 5mm diameter round bar also provided at 125mm intervals, two nets formed in a grid-like welded cage-like at 25mm intervals used.

【0023】得られた半硬化状の軽量気泡コンクリート
ブロックをピアノ線で切断し、補強用鉄筋が中央に配置
された75×600×1800mmの半硬化状の軽量気
泡コンクリート板を得た。得られた半硬化状の軽量気泡
コンクリート板を40℃の恒温槽に入れ、入れる時間を
調整して(実施例1〜3)、3種類の異なる圧縮強度を
有する半硬化状の軽量気泡コンクリート板を得た。次い
で、得られた半硬化状の軽量気泡コンクリート板の側面
を鋼製の側面型枠で押さえ隙間のないようにしたもの
を、600×1800mmサイズの凹凸模様付き意匠型
の上に置き、半硬化状の軽量気泡コンクリート板の上に
鋼製の上面型枠を置き、図1のようにこれら全体を振動
機の振動台上に乗せた。振動台が振幅0.8mm、振動
周期6000サイクル/分で振動するように調節して、
変位量10mmになるまで振動させた。用いた凹凸模様
付き意匠型は、厚さ10mmの平板の上に、高さ10m
m、幅10mm、1/2テーパーの付いた直線状の凸部
分が、格子状に100mm間隔で幅方向に5本、長さ方
向に17本設けられている、硬質ウレタン製である。
The obtained semi-cured lightweight cellular concrete block was cut with a piano wire to obtain a 75 × 600 × 1800 mm semi-cured lightweight cellular concrete plate in which reinforcing steel was disposed at the center. The obtained semi-cured lightweight cellular concrete board is placed in a constant temperature bath at 40 ° C., and the time for placing the semi-cured lightweight cellular concrete board is adjusted (Examples 1 to 3). I got Next, the side of the obtained semi-cured lightweight cellular concrete plate, which was pressed with a steel side mold so as to have no gap, was placed on a 600 × 1800 mm-size design mold having a concavo-convex pattern, and was semi-cured. A steel upper mold was placed on a lightweight lightweight cellular concrete plate, and all of them were placed on a vibration table of a vibrator as shown in FIG. Adjust so that the shaking table vibrates at an amplitude of 0.8 mm and a vibration cycle of 6000 cycles / minute,
Vibration was performed until the displacement amount became 10 mm. The design pattern with the concavo-convex pattern used was a flat plate having a thickness of 10 mm and a height of 10 m.
It is made of hard urethane, and is provided with five linear convex portions having a width of 10 mm, a width of 10 mm, and a taper of 1/2, and five in the width direction and 17 in the length direction at intervals of 100 mm in a lattice shape.

【0024】凹凸の付いた半硬化状の軽量気泡コンクリ
ート板を、180℃オートクレーブ水蒸気養生を行い、
冷却し、模様付き軽量気泡コンクリート板を得た。この
模様付き軽量気泡コンクリート板には欠損、割れなど認
められなかった。また、いずれも格子状でリブ状の重質
部を有していた。物性の測定結果を表1に示す。
The semi-cured lightweight cellular concrete plate with irregularities is subjected to autoclaving steam curing at 180 ° C.
After cooling, a patterned lightweight cellular concrete plate was obtained. No defects or cracks were observed in the patterned lightweight cellular concrete plate. In addition, each had a lattice-shaped rib-like heavy portion. Table 1 shows the measurement results of the physical properties.

【0025】[0025]

【実施例4〜6】実施例1〜3と同様の方法で作製した
半硬化状の軽量気泡コンクリートブロックをピアノ線で
切断し、補強用鉄筋が中央に配置された実施例1〜3と
同様の75×600×1800mmの半硬化状の軽量気
泡コンクリート板を得た。得られた半硬化状の軽量気泡
コンクリート板を40℃の恒温槽に入れ、入れる時間を
調整して、3種類(実施例4〜5)の異なる圧縮強度を
有する半硬化状の軽量気泡コンクリート板を得た。
Examples 4 to 6 Semi-hardened lightweight cellular concrete blocks produced by the same method as in Examples 1 to 3 were cut with a piano wire, and the same as Examples 1 to 3 in which a reinforcing steel bar was arranged at the center. 75 × 600 × 1800 mm of a semi-cured lightweight cellular concrete plate was obtained. The obtained semi-cured lightweight cellular concrete board is placed in a constant temperature bath at 40 ° C., and the time for placing the semi-cured lightweight cellular concrete board is adjusted. I got

【0026】次いで、振動台が振幅0.1mm、振動周
期3000サイクル/分で振動するように調節して、変
位量10mmになるまで振動させた。凹凸模様付き意匠
型は、実施例1と同様のものを用いた。振幅0.8m
m、振動周期6000サイクル/分で振動するように調
節した他は実施例1〜3と同様に変位量10mmになる
まで振動させた。凹凸の付いた半硬化状の軽量気泡コン
クリート板を、180℃オートクレーブ水蒸気養生を行
い、冷却し、模様付き軽量気泡コンクリート板を得た。
模様付き軽量気泡コンクリート板には欠損、割れなど認
められず、いずれも格子状のリブ状の重質部を有してい
た。物性の測定結果を表1に示す。
Next, the vibration table was adjusted so as to vibrate at an amplitude of 0.1 mm and a vibration period of 3000 cycles / minute, and was vibrated until the displacement amount became 10 mm. The same design mold as in Example 1 was used as the design mold with a concavo-convex pattern. 0.8m amplitude
m, vibration was carried out until the displacement amount became 10 mm in the same manner as in Examples 1 to 3, except that the vibration was adjusted at a vibration cycle of 6000 cycles / minute. The semi-cured lightweight cellular concrete plate having irregularities was subjected to autoclaving at 180 ° C. in steam and cooled to obtain a patterned lightweight cellular concrete plate.
No defects or cracks were observed in the patterned lightweight cellular concrete plate, and all had a lattice-shaped rib-like heavy portion. Table 1 shows the measurement results of the physical properties.

【0027】[0027]

【実施例7〜9】実施例1〜3と同様の方法で作製し
た、半硬化状の軽量気泡コンクリートブロックをピアノ
線で切断し、補強用鉄筋が中央に配置された実施例1〜
3と同様の75×600×1800mmの半硬化状の軽
量気泡コンクリート板を得た。得られた半硬化状の軽量
気泡コンクリート板を40℃の恒温槽に入れ、入れる時
間を調整して、圧縮強度を調整し、3種類(実施例7〜
9)の異なる半硬化状の軽量気泡コンクリート板を得
た。
Examples 7 to 9 Semi-hardened lightweight cellular concrete blocks produced in the same manner as in Examples 1 to 3 were cut with a piano wire, and reinforcing steel was placed at the center.
A semi-cured lightweight cellular concrete plate of 75 × 600 × 1800 mm similar to that of No. 3 was obtained. The obtained semi-cured lightweight cellular concrete plate is placed in a constant temperature bath at 40 ° C., and the time for placing is adjusted to adjust the compressive strength.
9) Different semi-cured lightweight cellular concrete boards were obtained.

【0028】次いで、半硬化状の軽量気泡コンクリート
板の底面と側面を隙間のないように鋼製型枠で押さえ固
定し、600×1800mmサイズの凹凸模様付き意匠
型を乗せ、その上に鋼製の上部型枠を置き、図2のよう
に鋼製の上部型枠の上にポータブル振動機を2台乗せ
た。ポータブル振動機により意匠型が振幅3mm、振動
周期100サイクル/分で振動するように調節して、変
位量10mmになるまで振動させた。実施例1と同様の
凹凸模様付き意匠型を用いた。凹凸の付いた半硬化状の
軽量気泡コンクリート板を、180℃オートクレーブ水
蒸気養生を行い、冷却し、模様付き軽量気泡コンクリー
ト板を得た。模様付き軽量気泡コンクリート板には欠
損、割れなど認められず、いずれも格子状のリブ状の重
質部を有していた。物性の測定結果を表1に示す。
Next, the bottom surface and the side surfaces of the semi-cured lightweight cellular concrete plate are pressed and fixed with a steel mold so that there is no gap, and a 600 × 1800 mm design pattern with a concavo-convex pattern is placed thereon. And two portable vibrators were placed on the steel upper mold as shown in FIG. The design mold was adjusted by a portable vibrator so as to vibrate at an amplitude of 3 mm and a vibration cycle of 100 cycles / minute, and was vibrated until the displacement reached 10 mm. The same design pattern with a concavo-convex pattern as in Example 1 was used. The semi-cured lightweight cellular concrete plate having irregularities was subjected to autoclaving at 180 ° C. in steam and cooled to obtain a patterned lightweight cellular concrete plate. No defects or cracks were observed in the patterned lightweight cellular concrete plate, and all had a lattice-shaped rib-like heavy portion. Table 1 shows the measurement results of the physical properties.

【0029】[0029]

【比較例1〜3】実施例1〜3と同様の方法で作製し
た、半硬化状の軽量気泡コンクリートブロックをピアノ
線で切断し、補強用鉄筋が中央に配置された実施例1〜
3と同様の75×600×1800mmの半硬化状の軽
量気泡コンクリート板を得た。得られた半硬化状の軽量
気泡コンクリート板を40℃の恒温槽に入れ、入れる時
間を調整して、目的の圧縮強度に調整し、3種類(比較
例1〜3)の異なる圧縮強度を有する半硬化状の軽量気
泡コンクリート板を得た。。
Comparative Examples 1 to 3 Semi-hardened lightweight cellular concrete blocks produced by the same method as in Examples 1 to 3 were cut with a piano wire, and reinforcing steel bars were arranged at the center.
A semi-cured lightweight cellular concrete plate of 75 × 600 × 1800 mm similar to that of No. 3 was obtained. The obtained semi-cured lightweight cellular concrete plate is placed in a constant temperature bath at 40 ° C., and the time for placing is adjusted to adjust the target compressive strength, and three types (Comparative Examples 1 to 3) have different compressive strengths. A semi-cured lightweight cellular concrete plate was obtained. .

【0030】半硬化状の軽量気泡コンクリート板に凹凸
を付けずにそのまま、実施例1〜3と同様にオートクレ
ーブ水蒸気養生を行い、冷却し、普通の軽量気泡コンク
リート板を得た。この普通の軽量気泡コンクリート板に
は欠損、割れなど認められなかった。物性の測定結果を
表1に示す。実施例で得られた模様付き軽量気泡コンク
リート板は、いずれも、比較例1〜3の凹凸模様の無い
普通の軽量気泡コンクリート板より高い曲げひび割れ荷
重であった。
The semi-cured lightweight cellular concrete board was subjected to autoclaving steam curing as in Examples 1 to 3 without any irregularities, and cooled to obtain an ordinary lightweight cellular concrete board. No defects or cracks were found in this ordinary lightweight cellular concrete plate. Table 1 shows the measurement results of the physical properties. Each of the patterned lightweight cellular concrete boards obtained in the examples had a higher bending crack load than the ordinary lightweight cellular concrete boards without the uneven pattern of Comparative Examples 1 to 3.

【0031】[0031]

【表1】 [Table 1]

【0032】[0032]

【発明の効果】本発明の模様付き軽量気泡コンクリート
板の製造方法は、振動成形により表面部を部分的に潰し
て模様を形成した軽量気泡コンクリート板を製造するこ
とができ、さらに、リブ状の重質部を配置した模様付き
軽量気泡コンクリート板を製造することができる。本発
明の模様付き軽量気泡コンクリート板は、強度が高く、
リブ状の凹凸模様付きのものであつても、従来のものに
比べて、耐曲げひび割れ荷重が大きく、強度の高いもの
である。
According to the method for manufacturing a lightweight lightweight concrete board with a pattern of the present invention, a lightweight lightweight concrete board having a pattern formed by partially crushing the surface portion by vibration molding can be manufactured. It is possible to manufacture a lightweight lightweight cellular concrete board in which a heavy portion is arranged. The patterned lightweight cellular concrete board of the present invention has high strength,
Even with a rib-shaped uneven pattern, the resistance to bending cracking is large and the strength is high as compared with the conventional one.

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

【図1】振動台により振動を与える製造方法を説明する
側面図
FIG. 1 is a side view illustrating a manufacturing method for giving vibration by a shaking table.

【図2】ポータブル振動機による振動成形の製造方法を
説明する側面図
FIG. 2 is a side view illustrating a manufacturing method of vibration molding by a portable vibrator.

【符号の説明】 1 上面型枠 2 半硬化状の軽量気泡コンクリート板 3 側面型枠 4 意匠型 5 振動台 6 振動機駆動部 7 ポータブル振動機 8 ポータブル振動機振動部 9 底面型枠[Explanation of Signs] 1 Top formwork 2 Semi-hardened lightweight cellular concrete plate 3 Side formwork 4 Design type 5 Vibration table 6 Vibrator drive unit 7 Portable vibrator 8 Portable vibrator vibrator 9 Bottom formwork

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 半硬化状の軽量気泡コンクリート板の表
面に意匠型が乗せられ、該半硬化状の軽量気泡コンクリ
ート板または該意匠型の少なくとも1方に振動が与えら
れて模様が付与されてなるものであることを特徴とする
模様付き軽量気泡コンクリート板。
1. A design mold is placed on a surface of a semi-cured lightweight cellular concrete board, and a pattern is given by applying vibration to at least one of the semi-cured lightweight cellular concrete board or the design mold. Lightweight cellular concrete board with pattern, characterized in that:
【請求項2】 半硬化状の軽量気泡コンクリート板の表
面に意匠型を置いて模様を付与する製造方法であって、
該半硬化状の軽量気泡コンクリート板または該意匠型の
少なくとも1方に振動を与えることを特徴とする模様付
き軽量気泡コンクリート板の製造方法。
2. A method for producing a pattern by placing a design mold on a surface of a semi-cured lightweight cellular concrete plate,
A method for producing a patterned lightweight cellular concrete plate, characterized by applying vibration to at least one of the semi-cured lightweight cellular concrete plate or the design mold.
JP7966898A 1998-03-26 1998-03-26 Patterned lightweight cellular concrete plate and manufacture thereof Pending JPH11268016A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7966898A JPH11268016A (en) 1998-03-26 1998-03-26 Patterned lightweight cellular concrete plate and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7966898A JPH11268016A (en) 1998-03-26 1998-03-26 Patterned lightweight cellular concrete plate and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH11268016A true JPH11268016A (en) 1999-10-05

Family

ID=13696566

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7966898A Pending JPH11268016A (en) 1998-03-26 1998-03-26 Patterned lightweight cellular concrete plate and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH11268016A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020185732A (en) * 2019-05-15 2020-11-19 旭化成建材株式会社 Lightweight cellular concrete panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020185732A (en) * 2019-05-15 2020-11-19 旭化成建材株式会社 Lightweight cellular concrete panel

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