JP2663330B2 - ALC sheet - Google Patents

ALC sheet

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Publication number
JP2663330B2
JP2663330B2 JP25477893A JP25477893A JP2663330B2 JP 2663330 B2 JP2663330 B2 JP 2663330B2 JP 25477893 A JP25477893 A JP 25477893A JP 25477893 A JP25477893 A JP 25477893A JP 2663330 B2 JP2663330 B2 JP 2663330B2
Authority
JP
Japan
Prior art keywords
less
bars
main
alc
thin plate
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
JP25477893A
Other languages
Japanese (ja)
Other versions
JPH0782831A (en
Inventor
中村  文彦
潤 沢田
由彦 佐野
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining 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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP25477893A priority Critical patent/JP2663330B2/en
Publication of JPH0782831A publication Critical patent/JPH0782831A/en
Application granted granted Critical
Publication of JP2663330B2 publication Critical patent/JP2663330B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

【0001】[0001]

【産業上の利用分野】この発明は建築物の外壁や捨て型
枠等に使用される厚さ75mm未満のALC薄板の構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of an ALC thin plate having a thickness of less than 75 mm, which is used for an outer wall of a building or a waste form.

【0002】[0002]

【従来の技術】従来建築物の壁、屋根、床等に使用され
るALCパネルは厚さが75mm以上で、躯体は鉄骨が
主流となっている。しかし最近はALCパネルが軽量で
断熱、耐火性に優れていることから木造建築物の外壁と
して使用されるようになり、厚さが35〜50mmのA
LC薄板が市販されるようになった。また、従来コンク
リート建築物の型枠としては木製パネルが使用されてい
るが、最近は使用後の型枠の廃棄場所の確保が困難とな
ったり、森林資源の保護の見地からも木製パネルの使用
は問題となっており、ALC薄板が捨て型枠として使用
されるようになっている。
2. Description of the Related Art Conventionally, ALC panels used for walls, roofs, floors and the like of buildings have a thickness of 75 mm or more, and the main body is mainly made of steel. However, recently, ALC panels have been used as outer walls of wooden buildings because of their light weight and excellent heat insulation and fire resistance.
LC sheets have become commercially available. Traditionally, wooden panels have been used as formwork for concrete buildings, but recently it has become difficult to secure a place to dispose of formwork after use, and wooden panels have been used from the standpoint of protecting forest resources. Has become a problem, and ALC sheets have been used as discarded forms.

【0003】このようにALC薄板の用途の拡大に伴
い、従来の特性よりも更に強度や施工性、ハンドリング
性にすぐれた製品が望まれるようになっている。従来厚
さが35〜50mmのALC薄板としては例えば図5
(a) 、(b) のように線径0.8〜1. 0mm、目開き1
6×32mm程度のメタルラス2を補強筋として薄板1
に埋設したものや、図6(a) 、(b) のように線径1.3
mmの鉄筋を格子状に溶接した補強筋3を埋設したも
の、或いは図7(a) 、(b) のように線径2.3mmの主
筋4に波状の横筋5を溶接した補強筋6を埋設したもの
等がある。
[0003] As the use of the ALC thin plate has been expanded in this way, a product having better strength, workability, and handleability than the conventional characteristics has been demanded. As a conventional ALC thin plate having a thickness of 35 to 50 mm, for example, FIG.
As shown in (a) and (b), the wire diameter is 0.8 to 1.0 mm and the aperture is 1
Thin plate 1 with metal lath 2 of about 6 × 32 mm as reinforcement
And a wire diameter of 1.3 as shown in FIGS. 6 (a) and 6 (b).
7 (a) and (b), as shown in FIGS. 7 (a) and 7 (b), a reinforcing bar 6 in which a wavy horizontal bar 5 is welded to a main bar 4 having a wire diameter of 2.3 mm. Some are buried.

【0004】[0004]

【発明が解決しようとする課題】このうちメタルラス2
を埋設したものは線径が細いので切断が容易であり、ま
た目開きが小さいので釘打ちの際にも欠けにくく施工性
に優れる長所があるが、一方、曲げ強度が弱いので、長
さ2mを越えるものは製造できず、またこのメタルラス
2をパネル製造用型枠にセットする場合には、図5(c)
のようにメタルラス2を支持ピン7で挾持する必要があ
り、この支持ピン7の抜き孔が強度低下の原因となった
り、抜き跡を残さないために支持ピン7を原料スラリー
が硬化する前に抜き取るとメタルラス2の位置がずれて
位置精度が悪くなる問題があった。
SUMMARY OF THE INVENTION Among these, metal lath 2
The wire with a small diameter is easy to cut because it has a small wire diameter, and has a small aperture so that it is not easily chipped when nailing and has excellent construction properties. On the other hand, since the bending strength is weak, the length is 2 m. When the metal lath 2 is set in a panel manufacturing form, the metal lath 2 cannot be manufactured as shown in FIG.
It is necessary to hold the metal lath 2 between the support pins 7 as described above, and the holes of the support pins 7 may cause a reduction in strength, and the support pins 7 may be hardened before the raw material slurry hardens so that no traces are left. If the metal lath 2 is removed, the position of the metal lath 2 shifts, and there is a problem that the positional accuracy is deteriorated.

【0005】また、図6(a) 、(b) のように鉄筋を格子
状に溶接した補強筋3を埋設したものは、メタルラスに
比し曲げ強度は向上するが、施工性が劣るばかりでな
く、補強筋3をパネル製造用型枠にセットする場合には
前記同様に補強筋3の両側を支持ピン7で挾持する必要
があり、この支持ピン7の抜き孔のためパネルの曲げ強
度が低下する問題があった。また図7(a) 、(b) のよう
に波状の横筋5を溶接した補強筋6を埋設したパネルは
曲げ強度が強いため3m以上の長尺パネルが製造可能で
あり、補強筋6をパネル製造用型枠にセットする場合に
は図7(c) のように補強筋6の中心に支持ピン7を挿入
するので、抜き孔のためパネルの曲げ強度の低下は少な
いが、先の補強筋3を埋設したものと同様に施工性が劣
り、製造コストが高くなる問題があった。
[0005] As shown in Figs. 6 (a) and 6 (b), the reinforcing bars 3 in which the reinforcing bars are welded in a grid form are buried as shown in Figs. When the reinforcing bars 3 are set on the panel manufacturing form, it is necessary to sandwich both sides of the reinforcing bars 3 with the support pins 7 in the same manner as described above. There was a problem of lowering. Also, as shown in FIGS. 7 (a) and 7 (b), the panel in which the reinforcing bar 6 in which the corrugated horizontal bar 5 is welded is embedded has a high bending strength, so that a long panel of 3 m or more can be manufactured. As shown in FIG. 7 (c), the supporting pin 7 is inserted into the center of the reinforcing bar 6 when setting it on the manufacturing formwork. As in the case of burying No. 3, there was a problem that the workability was inferior and the manufacturing cost was high.

【0006】更に、従来のこれらパネルは一面吸水率の
48時間値が10%以上と高いために濡れ易く、建築物
の外壁として使用した場合に吸水による劣化や凍害を発
生しやすい問題があり、またコンクリートの捨て型枠と
して使用した場合にはコンクリート注入面に絶縁層を設
ける必要があるほか、コンクリートの飛沫が付着し易
く、その除去に手数がかかる問題もあった。
Furthermore, these conventional panels have a problem that they are easily wetted because the one-sided water absorption rate of 48 hours is as high as 10% or more, and when used as an outer wall of a building, they are liable to be deteriorated by water absorption or to suffer from frost damage. In addition, when used as a concrete formwork, it is necessary to provide an insulating layer on the concrete injection surface, and there is also a problem that concrete splashes are liable to adhere and it takes time to remove them.

【0007】なお、この一面吸水率の48時間値とはA
LC研究会の吸水係数(一面吸水)の測定方法で測定し
た値である。
[0007] The 48-hour value of this one-sided water absorption is A
This is a value measured by a method of measuring a water absorption coefficient (one-sided water absorption) by LC Research Society.

【0008】この発明の目的は曲げ強度が強く、また施
工性がよく、さらに濡れ難いALC薄板を提供すること
である。
An object of the present invention is to provide an ALC thin plate having high bending strength, good workability, and low wettability.

【0009】[0009]

【課題を解決するための手段】この発明の厚さ75mm
未満のALC薄板は、長手方向に2本以上の主筋を同一
面に平行に、かつ交互に段違いになるよう配列し、この
主筋に直交するよう横筋を幅方向の全ての主筋に固着
し、幅方向の段差部が6〜12段に形成された何れも線
径が1.0〜3.0mmで、主筋間の間隔は50mm以
下、横筋間の間隔が75mm以下にした補強筋を厚さ方
向中心附近に埋設されるよう構成したものである。
The thickness of the present invention is 75 mm.
In the ALC thin plate of less than two, two or more main reinforcements are arranged in parallel in the same plane in the longitudinal direction so as to be stepped alternately, and the horizontal reinforcements are fixed to all the main reinforcements in the width direction so as to be orthogonal to the main reinforcements. In the thickness direction, a reinforcement having a wire diameter of 1.0 to 3.0 mm, an interval between main bars of 50 mm or less, and an interval between horizontal streaks of 75 mm or less is formed in each of the 6 to 12 steps. It is designed to be buried near the center.

【0010】更に、この薄板は一面吸水率の48時間値
を5%以下としたものである。
Further, this thin plate has a one-sided water absorption of 48 hours of 5% or less.

【0011】[0011]

【作用】補強筋としては線径を細く、その間隔を小さく
し、交互に段差部を6〜12段設けたので、曲げ強度が
強く、かつ施工性がよくなる、またパネルのどこをとっ
てもほぼ均一な特性が得られる。なお、段数は厚さ方向
中心線に対して対称となるように偶数とすることが望ま
しい。また、補強筋の線径が1.0mm以下では強度が
不十分であり、3.0mm以上では切断等の施工性が悪
くなるので、2.0mm以下が好ましい。さらに主筋の
間隔が50mm以上、横筋の間隔が75mm以上では強
度が不十分で、かつ不均一となる。また、薄板の表面に
補強筋が表われないように補強筋の厚さ方向中心附近に
配置することが好ましい。なお、段差数とは幅方向の水
平部分の数をいい、6段以下では厚さ方向の主筋が均一
に配列されず、12段以上では横筋の曲げ加工や型枠に
セットするときに支持ピンの取り付けに手数が掛かる。
更にパネルの一面吸水率の48時間値を5%以下、望ま
しくは2%以下とすることにより、外壁に使用した場合
には吸水やそれに基づく凍害を阻止できる。
[Function] As reinforcing bars, the wire diameter is small, the interval between them is small, and 6 to 12 steps are provided alternately, so that the bending strength is strong and the workability is good, and the panel is almost uniform everywhere. Characteristic can be obtained. The number of steps is desirably an even number so as to be symmetric with respect to the center line in the thickness direction. When the wire diameter of the reinforcing bar is 1.0 mm or less, the strength is insufficient, and when the wire diameter is 3.0 mm or more, the workability such as cutting is deteriorated. Further, when the interval between the main streaks is 50 mm or more and the interval between the horizontal streaks is 75 mm or more, the strength is insufficient and uneven. Further, it is preferable that the reinforcing bars are arranged near the center in the thickness direction of the reinforcing bars so that the reinforcing bars do not appear on the surface of the thin plate. The number of steps refers to the number of horizontal portions in the width direction. When the number of steps is six or less, the main reinforcement in the thickness direction is not uniformly arranged. It takes time and effort to install.
Further, when the 48-hour value of the water absorption of one surface of the panel is set to 5% or less, desirably 2% or less, it is possible to prevent water absorption and frost damage based on the water absorption when used for an outer wall.

【0012】また、捨て型枠として使用した場合にはコ
ンクリート注入面に絶縁層を設ける必要がなく、コンク
リートと直接密着した面を形成できるほか、コンクリー
ト打設時に飛沫が付着せず、その除去に手数がかからな
い。
Further, when used as a discarded formwork, there is no need to provide an insulating layer on the concrete pouring surface, so that a surface that is directly in contact with concrete can be formed. No hassle.

【0013】[0013]

【実施例】図1は本発明ALC薄板の一部切り欠き斜視
図で、図2は図1のA−A断面図である。この薄板10
は一例として厚さが37mmの場合を示し、補強筋11
の主筋12の線径は1.6mmで25mm間隔で、かつ
2本毎の段差10mmで12段が平行に配列している。
この主筋12に直交する横筋13は線径1.3mmで屈
曲し、各主筋12に溶接され、50mm間隔で配列され
ている。
FIG. 1 is a partially cutaway perspective view of an ALC thin plate according to the present invention, and FIG. 2 is a sectional view taken along line AA of FIG. This thin plate 10
Indicates a case where the thickness is 37 mm as an example,
The wire diameter of the main bar 12 is 1.6 mm, spaced at 25 mm intervals, and 12 steps are arranged in parallel with a step difference of 10 mm between every two wires.
The horizontal bars 13 perpendicular to the main bars 12 are bent at a wire diameter of 1.3 mm, are welded to the main bars 12, and are arranged at intervals of 50 mm.

【0014】図3は段差部を6段とした薄板で、他は図
1の補強筋と同様であり、一面吸水率の48時間値はい
ずれも1.5%である。図1の薄板10を製造するには
線径1.6mm、長さ1790mmの鉄筋を27mm間
隔で合計24本平行に配列する。それから線径1.6m
m、長さ587mmの横筋13を主筋12に直交して5
0mm間隔で溶接して金網状の鉄筋マットに成型する。
そしてこの主筋12を2本毎に交互に10mmの段差部
が12段形成されるように一度にプレス加工して幅56
5mm、長さ1790mm、厚さ約12mmの補強筋1
1を製作する。
FIG. 3 shows a thin plate having six steps, which are the same as the reinforcing bars in FIG. 1 except that the 48-hour value of the one-sided water absorption is 1.5%. In order to manufacture the thin plate 10 of FIG. 1, a total of 24 reinforcing bars having a wire diameter of 1.6 mm and a length of 1790 mm are arranged in parallel at 27 mm intervals. Then the wire diameter 1.6m
m, a transverse line 13 having a length of 587 mm
It is welded at 0 mm intervals to form a wire mesh reinforcing bar mat.
Then, the main bars 12 are pressed at one time so as to form 12 steps of 10 mm alternately every two lines, and the width of 56 mm is obtained.
Reinforcing bar 1 of 5 mm, length 1790 mm and thickness of about 12 mm
Make one.

【0015】次に、図4のように前記補強筋11の厚さ
方向中心に横筋13と平行に所定間隔で支持ピン14を
挿通し、この支持ピン14を図示しないブリッジを介し
て型枠に垂直に懸吊する。この多数の補強筋11を所望
ピッチで型枠にセットしたら原料スラリーを注入する
が、この原料スラリーは例えば珪石粉末32重量部と生
石灰粉6重量部、ポルトランドセメント32重量部に4
0重量部の水を加えて混練したスラリーに発泡剤として
アルミニウム粉末0.35重量部、撥水剤としてオルガ
ノポリシロキサンを前記材料の固形分に対し0.9重量
部添加したものである。この撥水剤の添加率を増加する
ことにより、一面吸水率を低くすることができる。
Next, as shown in FIG. 4, support pins 14 are inserted through the center of the reinforcing bars 11 in the thickness direction at predetermined intervals in parallel with the horizontal bars 13, and the support pins 14 are inserted into a mold via bridges (not shown). Hang vertically. After setting the large number of reinforcing bars 11 in a mold at a desired pitch, a raw material slurry is injected. For example, this raw material slurry is mixed with 32 parts by weight of silica powder and 6 parts by weight of quicklime powder, and 32 parts by weight of Portland cement.
A slurry prepared by adding 0 parts by weight of water and kneading the same was added with 0.35 parts by weight of aluminum powder as a foaming agent and 0.9 parts by weight based on the solid content of the material as a water repellent. By increasing the rate of addition of this water repellent, the water absorption on one side can be lowered.

【0016】前述の原料スラリーを注入後、所定時間経
過して半可塑性状態に固化したら、型枠から取り出し、
この半可塑生体を高さ600mmになるよう表面を水平
に切削し、その後垂直に張設されているピアノ線で長さ
方向に1820mmに、次いで厚さ方向に37mmピッ
チで切断する。それからオートクレープに装入して高温
高圧で蒸気養生すればALC薄板が完成する。図3の薄
板10の製法もプレス型が異なる以外は前述の例と同様
である。なお、パネルの厚さや長さ、必要強度に応じた
線径、間隔等は前記範囲内で適宜選択すればよい。
After the above-mentioned raw material slurry has been injected and solidified into a semi-plastic state after a predetermined time, it is taken out of the mold,
The surface of this semi-plastic living body is cut horizontally so as to have a height of 600 mm, and then cut at a pitch of 1820 mm in the length direction and then at a pitch of 37 mm in the thickness direction with a piano wire stretched vertically. Then, it is charged into an autoclave and steam-cured at high temperature and high pressure to complete the ALC sheet. The manufacturing method of the thin plate 10 of FIG. 3 is the same as that of the above-described example except that the press die is different. Note that the thickness and length of the panel, the wire diameter, the interval, and the like according to the required strength may be appropriately selected from the above ranges.

【0017】[0017]

【発明の効果】以上詳細に説明したように、本発明のA
LC薄板は補強筋の線径を細くし、その間隔を小さく
し、段差部を6〜12段設けたので、曲げ強度が強く、
かつ施工性がよく、またパネルのどこをとってもほぼ均
一な特性が得られる。
As described in detail above, the A of the present invention
The LC thin plate has a thinner wire diameter of the reinforcing bar, a smaller interval between the reinforcing bars, and 6 to 12 steps, so that the bending strength is strong,
In addition, the workability is good, and almost uniform characteristics can be obtained everywhere on the panel.

【0018】更に、パネルの一面吸水率の48時間値を
5%以下望ましくは2%以下とすることにより、外壁に
使用した場合には吸水やそれに基づく凍害を防止でき
る。また捨て型枠として使用した場合にはコンクリート
注入面に絶縁層を設ける必要がなく、コンクリートと直
接密着した面を形成できるほか、コンクリート打設時に
飛沫が付着せずにその除去に手数がかからない。
Furthermore, when the 48-hour value of the water absorption of one surface of the panel is set to 5% or less, preferably 2% or less, water absorption and frost damage due to the water absorption can be prevented when used for the outer wall. In addition, when used as a discarded formwork, there is no need to provide an insulating layer on the concrete pouring surface, a surface that is directly in contact with concrete can be formed, and there is no trouble in removing concrete without splashing during casting.

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

【図1】本発明ALC薄板の一部切り欠き斜視図であ
る。
FIG. 1 is a partially cutaway perspective view of an ALC thin plate of the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】他の実施例の断面図である。FIG. 3 is a sectional view of another embodiment.

【図4】補強筋を支持ピンに取着した状態を示す斜視図
である。
FIG. 4 is a perspective view showing a state in which a reinforcing bar is attached to a support pin.

【図5】従来のALC薄板の補強筋を示す図で、(a) は
平面図、(b) は(a) の断面図、(c) は(a) の支持ピンの
取着状態を示す側面図である。
5 (a) is a plan view, FIG. 5 (b) is a cross-sectional view of FIG. 5 (a), and FIG. 5 (c) shows the state of attachment of the support pins of FIG. 5 (a). It is a side view.

【図6】従来の他の補強筋を示す図で、(a) は平面図、
(b) は(a) の断面図である。
FIG. 6 is a view showing another conventional reinforcing bar, (a) is a plan view,
(b) is a sectional view of (a).

【図7】従来の別の補強筋を示す図で、(a) は平面図、
(b) は(a) の断面図、(c) は(a) の支持ピンの取着状態
を示す側面図である。
FIG. 7 is a view showing another conventional reinforcing bar, (a) is a plan view,
(b) is a cross-sectional view of (a), and (c) is a side view showing an attached state of the support pin of (a).

【符号の説明】[Explanation of symbols]

1 ALC薄板 2 メタルラス 3 補強筋 4 主筋 5 横筋 6 補強筋 7 支持ピン 11 補強筋 12 主筋 13 横筋 14 支持ピン DESCRIPTION OF SYMBOLS 1 ALC thin plate 2 Metal lath 3 Reinforcing bar 4 Main bar 5 Lateral bar 6 Reinforcing bar 7 Support pin 11 Reinforcing bar 12 Main bar 13 Horizontal bar 14 Support pin

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建築物の外壁や捨て型枠等に使用される
厚さ75mm未満のALC薄板において、長手方向に2
本以上の主筋が同一面に平行に、かつ交互に段違いに配
列され、この主筋に直交して横筋が幅方向の全ての主筋
に接して固着され、また幅方向への段差部が6〜12段
形成された、何れも線径が1.0〜3.0mmで、主筋
間の間隔は50mm以下、横筋間の間隔が75mm以下
である補強筋が厚さ方向中心附近に埋設されていること
を特徴とするALC薄板。
1. An ALC thin plate having a thickness of less than 75 mm used for an outer wall of a building, a waste form, etc.
More than one main bar is arranged in parallel and alternately in steps on the same plane, and the horizontal bar is fixed to the main bar in contact with all the main bars in the width direction at right angles to the main bar. Reinforcing bars that are formed in steps and have a wire diameter of 1.0 to 3.0 mm, a spacing between main bars of 50 mm or less, and a spacing between horizontal bars of 75 mm or less are embedded near the center in the thickness direction. ALC sheet characterized by the following.
【請求項2】 一面吸水率が5%以下であることを特徴
とする請求項1記載のALC薄板。
2. The ALC sheet according to claim 1, wherein the water absorption on one side is 5% or less.
JP25477893A 1993-09-17 1993-09-17 ALC sheet Expired - Lifetime JP2663330B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25477893A JP2663330B2 (en) 1993-09-17 1993-09-17 ALC sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25477893A JP2663330B2 (en) 1993-09-17 1993-09-17 ALC sheet

Publications (2)

Publication Number Publication Date
JPH0782831A JPH0782831A (en) 1995-03-28
JP2663330B2 true JP2663330B2 (en) 1997-10-15

Family

ID=17269757

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25477893A Expired - Lifetime JP2663330B2 (en) 1993-09-17 1993-09-17 ALC sheet

Country Status (1)

Country Link
JP (1) JP2663330B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005299194A (en) * 2004-04-09 2005-10-27 Mitsui Home Co Ltd External wall structure of wooden building

Also Published As

Publication number Publication date
JPH0782831A (en) 1995-03-28

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