JPH06330624A - Alc sheet - Google Patents

Alc sheet

Info

Publication number
JPH06330624A
JPH06330624A JP14123693A JP14123693A JPH06330624A JP H06330624 A JPH06330624 A JP H06330624A JP 14123693 A JP14123693 A JP 14123693A JP 14123693 A JP14123693 A JP 14123693A JP H06330624 A JPH06330624 A JP H06330624A
Authority
JP
Japan
Prior art keywords
less
thin plate
alc
concrete
water absorption
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
Application number
JP14123693A
Other languages
Japanese (ja)
Other versions
JP2760259B2 (en
Inventor
Takahisa Ikunaga
隆久 生永
Fumihiko Nakamura
中村  文彦
Isao Shiozaki
功男 塩崎
Kazuo Nakano
和夫 中野
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 JP5141236A priority Critical patent/JP2760259B2/en
Publication of JPH06330624A publication Critical patent/JPH06330624A/en
Application granted granted Critical
Publication of JP2760259B2 publication Critical patent/JP2760259B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To provide an ALC sheet suitable for a permanent form to be used for the outer walls of a wooden building and a concrete building, that has a large strength and low water absorption, and whose end surfaces are subjected to grooving. CONSTITUTION:An ALC sheet is made to have a thickness of less than 75mm, preferably 50mm or less, and a bulk specific gravity of 0.55 to 0.65, and the percentage of one-surface water absorption of 5vol.% or less, preferably 2vol.% or less. On the end surface in the width direction thereof, a stepped part 1a or a groove 1b to 1d, or a groove and a projection 1e are provided along the entire length. As a reinforcement, a wire net 2 having a corrugated horizontal reinforcement 2a is embedded, and in accordance with the application these modes are combined.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は木造建築物の外壁やコ
ンクリート建築物の型枠として好適なALC板に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an ALC plate suitable as an outer wall of a wooden building or a formwork of a concrete building.

【0002】[0002]

【従来の技術】ALCパネルは軽量で断熱性、耐火性、
吸音性に優れているので、建築物の外壁や仕切り壁、床
等に広く使用されている。このALCパネルは通常JI
SA5416で定められている厚さ75mm以上のもの
で、嵩比重が0.45〜0.55であり、ALC研究会
の吸水係数(一面吸水)の試験方法による48時間値の
一面吸水率は20容量%程度である。また圧縮強度や曲
げ強さは例えば厚さ100mmの標準的パネルでは圧縮
強度が約40kg/m2 、曲げ強度が約10kg/cm
2 程度である。そしてこのALCパネルを建築物に取り
付けるには、重量鉄骨やコンクリート等の躯体に固着し
た定規アングルに金具で取り付けている。しかしこの従
来のALCパネルは重量が重いので、一般の木造建築に
は使用できないので木造建築用として厚さが50mm以
下の薄板が使用されるようになった。しかし従来の薄板
は嵩比重が0.5前後で、補強用鉄筋として線径が1m
m程度のメタルラスを埋設しているため曲げ強さが10
0kg程度でありハンドリングの際に欠けたり、折れた
りしやすい問題があった。またこの薄板は厚さが薄く、
強度が低いために小口面は溝加工が困難であったので躯
体に取り付けたとき目地部の防水が不十分となり易い問
題もあった。また最近は木材資源保護や、産業廃棄物の
処理が問題視されるようになり、従来の木製合板の型枠
の代替えとしてコンクリート建築の捨て型枠としてAL
Cパネルが注目されるようになった。しかし従来の厚さ
が75mm以上のALCパネルをコンクリートの型枠と
して使用する場合には、コンクリートとの接面からの吸
水によるコンクリートの硬化に悪影響を与えることがあ
り、またコンクリートの硬化の際の収縮によりALCパ
ネルに亀裂が発生する問題があり、その対策として型枠
の内面に絶縁材を貼る必要がある他コンクリート打設時
の飛沫が付着するので、その除去に手数がかかる問題も
あった。
2. Description of the Related Art ALC panels are lightweight, have heat insulation, fire resistance, and
Since it has excellent sound absorption, it is widely used for exterior walls, partition walls, floors, etc. of buildings. This ALC panel is usually JI
It has a thickness of 75 mm or more as defined by SA5416, has a bulk specific gravity of 0.45 to 0.55, and has a surface absorption rate of 20 for 48 hours according to the ALC study group's water absorption coefficient (single surface absorption) test method. It is about% by volume. The compressive strength and bending strength of the standard panel having a thickness of 100 mm are about 40 kg / m 2 and about 10 kg / cm, respectively.
It is about 2 . To attach this ALC panel to a building, metal fittings are attached to a ruler angle fixed to a frame such as heavy steel frame or concrete. However, since this conventional ALC panel is heavy, it cannot be used for general wooden construction, so that a thin plate having a thickness of 50 mm or less has been used for wooden construction. However, the conventional thin plate has a bulk specific gravity of around 0.5 and a wire diameter of 1 m as reinforcing bar.
Bending strength is 10 because a metal lath of about m is embedded.
It was about 0 kg, and there was a problem that it was easily broken or broken during handling. Also, this thin plate is thin,
Since the strength is low, it is difficult to form the groove on the small edge surface, and there is also a problem that the joint portion is apt to be insufficiently waterproof when it is attached to the body. Recently, there has been a growing concern over the protection of wood resources and the disposal of industrial waste. As an alternative to the conventional wooden plywood formwork, AL is used as a discard formwork for concrete construction.
The C panel has come to the fore. However, when a conventional ALC panel with a thickness of 75 mm or more is used as a concrete formwork, it may adversely affect the hardening of concrete due to water absorption from the contact surface with the concrete, and when hardening the concrete. There is a problem that cracking occurs in the ALC panel due to shrinkage, and as a countermeasure against this, it is necessary to attach an insulating material to the inner surface of the formwork, and in addition there is a problem that it takes a lot of time to remove the droplets when concrete is poured. .

【0003】[0003]

【発明が解決しようとする課題】この発明は前記の問題
を解消し、強度が大きく、吸水率が低く、小口面に溝加
工され、木造建築の外壁やコンクリート建築の捨て型枠
として好適なALC薄板を提供するものである。
SUMMARY OF THE INVENTION The present invention solves the above problems, has a high strength, a low water absorption rate, is grooved on the fore edge, and is suitable as an outer wall of a wooden construction or a waste formwork of a concrete construction. A thin plate is provided.

【0004】[0004]

【課題を解決するための手段】本発明のALC薄板は厚
さが75mm未満、望ましくは50mm以下であって、
嵩比重を0.55〜0.65としたり、一面吸水率を5
容量%以下望ましくは2容量%以下としたり、幅方向の
小口面には全長に亘って段差部又は溝部又は溝部と突起
を設けたりしたものであり、補強用鉄筋として、横筋が
波状に屈曲している金網を埋設したものである。またこ
れらの態様は全てを満たさなくても、厚さ75mm未満
で必要に応じ複数の態様を組み合わせても良い。尚一面
吸水率はALC研究会の吸水係数(一面吸水)の試験方
法による48時間値である。
The ALC sheet according to the present invention has a thickness of less than 75 mm, preferably 50 mm or less,
The bulk specific gravity is 0.55 to 0.65, and the water absorption on one side is 5
Volume% or less Desirably 2 volume% or less, or a step portion or groove portion or groove portion and a protrusion are provided over the entire length in the widthwise small face, and the horizontal bar bends in a wavy shape as a reinforcing bar. It is a buried wire mesh. Moreover, even if all of these aspects are not satisfied, the thickness may be less than 75 mm and a plurality of aspects may be combined as necessary. The one-sided water absorption rate is a 48-hour value according to the water absorption coefficient (one-sided water absorption) test method of the ALC Study Group.

【0005】[0005]

【作用】厚さが75mm以上又は嵩比重が0.54以下
では前記の問題点は解消できず、厚さが75mm以下望
ましくは50mm以下のALC薄板の嵩比重を0.55
〜0.65とすることによって圧縮強度は、従来の嵩比
重が0.45〜0.54のときの50〜55kg/cm
2 から60〜85kg/cm2 に向上できる。嵩比重を
更に大きくすれば圧縮強度も大きくできるが、重量が重
くなることや、半可塑性体をピアノ線で切断することが
困難になる等製造技術上問題もあり実用的でない。
When the thickness is 75 mm or more or the bulk specific gravity is 0.54 or less, the above problems cannot be solved, and the bulk specific gravity of the ALC thin plate having a thickness of 75 mm or less, preferably 50 mm or less is 0.55.
.About.0.65, the compressive strength is 50 to 55 kg / cm when the conventional bulk specific gravity is 0.45 to 0.54.
2 to 60 to 85 kg / cm 2 . If the bulk specific gravity is further increased, the compressive strength can be increased, but it is not practical due to problems in manufacturing technology such as an increase in weight and a difficulty in cutting a semi-plastic material with a piano wire.

【0006】一面吸水率を5%以下望ましくは2%以下
とすることにより通気性を損なうこと無く透水性を低く
出来るので、建築物の外壁とした場合は結露やそれに基
づく凍害を防止できる。型枠として使用する場合には、
コンクリートとの接面からの吸水によるコンクリートの
硬化に悪影響を与えることがなく、従って型枠の内面に
絶縁材を貼る必要がないので手数が掛からずコンクリー
トと直接密着した面を形成できる。更にコンクリート打
設時の飛沫が付着しないのでその除去作業も不要とな
る。
By setting the water absorption on one surface to 5% or less, preferably 2% or less, the water permeability can be lowered without impairing the air permeability, so that when it is used as an outer wall of a building, dew condensation and frost damage due to it can be prevented. When used as a formwork,
There is no adverse effect on the hardening of the concrete due to water absorption from the contact surface with the concrete, and therefore it is not necessary to attach an insulating material to the inner surface of the formwork, so that the surface directly contacting the concrete can be formed without trouble. Furthermore, since the droplets do not adhere to the concrete when it is poured, it is not necessary to remove it.

【0007】小口面に段差部又は溝部又は溝部と突起を
設けることにより、建築物の壁面を構成したり、型枠と
して使用するときに接合部を合决り、雇実、本実などの
構造とする事ができるので完全に防水することができ
る。また例えば厚さ37mmのALC薄板の曲げ強さ
は、従来の薄板は線径が1mm程度のメタルラスを埋設
しており、破壊荷重が100kg程度であるのに対し、
本発明の薄板は横筋が補強用鉄筋として波状に屈曲して
いる金網を埋設したことにより、破壊荷重は130kg
以上とすることができる。このように圧縮強度や曲げ強
さが向上するため、ハンドリングの際に破損し難く、建
築物に取り付ける際には躯体の胴縁の本数が少なくてす
み、型枠として使用した場合は係止具の数を減らすこと
が可能となる。このように必要に応じ、厚さ75mm未
満のALC薄板の嵩比重、一面吸水率、小口面形状、補
強用鉄筋の構成を適宜組み合わせることにより、種々な
用途に適合した特性のALC薄板を提供することができ
る。
A structure such as a wall surface of a building is formed by providing a step portion or a groove portion or a groove portion and a protrusion on the edge surface, and a joint portion is formed when it is used as a formwork, a employment case, a real case, etc. It can be completely waterproof. Further, for example, the bending strength of an ALC thin plate having a thickness of 37 mm is such that the conventional thin plate has a metal lath with a wire diameter of about 1 mm embedded therein, and the breaking load is about 100 kg.
The thin plate of the present invention has a breaking load of 130 kg due to the embedding of a wire mesh in which the horizontal bars are bent in a corrugated manner as reinforcing bars.
The above can be done. Since the compressive strength and bending strength are improved in this way, it is less likely to be damaged during handling, the number of body edges of the skeleton is small when it is attached to a building, and when it is used as a formwork, it is a locking tool. It is possible to reduce the number of. As described above, by appropriately combining the bulk specific gravity, the water absorption on one surface, the shape of the forefront, and the structure of the reinforcing bar for reinforcing the ALC thin plate having a thickness of less than 75 mm, the ALC thin plate having the characteristics suitable for various applications is provided. be able to.

【0008】[0008]

【実施例】このALCパネルを製造するには、例えば補
強用鉄筋として2.3mmの主筋と横筋を溶接し、横筋
を波状に屈曲させたものを、通常のALC板の製造時と
同様な方法で型枠内にセットしてから、原料として珪石
粉末32重量部と生石灰粉末6重量部、ポルトランドセ
メント32重量部に40重量部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固形分
の0.9重量部添加した原料スラリーを注入する。そし
て所定時間経過後に半可塑性状態に固化したら、型枠か
ら取り出し、この半可塑性体を高さ600mmになるよ
う表面を切削刃で水平に切削し、次に厚さ37mmで垂
直にピアノ線で切断する。その後オートクレーブに装入
し、高温高圧で蒸気養生してから小口面を回転刃で所望
形状に切削する。また発泡剤のアルミニウム粉末の添加
率を少なくすれば嵩比重が大きくなり強度も増加する。
撥水剤のオルガノポリシロキサンの添加率を調整するこ
とにより、一面吸水率を調整することができる。
EXAMPLE To manufacture this ALC panel, for example, a reinforcing bar of 2.3 mm was welded to the main bar and the horizontal bar, and the horizontal bar was bent into a wavy shape in the same manner as when manufacturing a normal ALC plate. After setting it in the mold with 32 parts by weight, silica powder 32 parts by weight and quicklime powder 6 parts by weight, Portland cement 32 parts by weight and 40 parts by weight of water and kneaded slurry, aluminum powder 0.35 as a foaming agent. By weight, a raw material slurry containing 0.9 parts by weight of the solid content of organopolysiloxane as a water repellent is injected. When the semi-plastic state is solidified after a lapse of a predetermined time, the semi-plastic body is taken out of the mold, the surface is cut horizontally with a cutting blade so that the height is 600 mm, and then it is cut vertically with a piano wire to a thickness of 37 mm. To do. After that, it is charged into an autoclave, steam-cured at high temperature and high pressure, and then the small face is cut into a desired shape with a rotary blade. Further, if the addition rate of the aluminum powder of the foaming agent is decreased, the bulk specific gravity increases and the strength also increases.
The water absorption on one side can be adjusted by adjusting the addition rate of the organopolysiloxane as the water repellent.

【0009】本発明のALC薄板の小口面の形状と使用
状況を図面によって説明する。図1A〜Dは本考案の薄
板1の小口面の形状を示す一部切り欠いた側面図であ
り、(A)図は薄板1の幅方向両側の小口面の全長に亘
って段差部1aを設けたものであり、両側の段差部1a
は対象的になっている。この薄板1を使用するときは接
合部の段差部1aを組み合わせて合决り構造とする。
(B)(C)図は夫々幅方向両側の小口面中央に断面が
半円状の溝部1bと、断面が矩形の溝1cを設けたもの
であり、両側は同じ構造になっている。この薄板1を使
用するときは接合部の溝部1bに断面が円形の条材の実
4を嵌合し、また溝部1cには断面が四角形の条材又は
板状の実3を嵌合して雇実構造とする。(D)図は一方
の小口面に断面が矩形の溝1dを、他方の小口面には溝
1dに嵌合する突起1eを設けたものである。この薄板
1を使用するときは接合部の溝部1dに突起1eを嵌合
して本実構造とする。またこれらの薄板1には1A図の
ように補強用鉄筋として、横筋2aが波状に屈曲してい
る金網2が埋設されている。
The shape of the fore edge surface of the ALC thin plate of the present invention and the situation of use will be described with reference to the drawings. 1A to 1D are partially cutaway side views showing the shape of the edge surface of the thin plate 1 of the present invention, and FIG. 1A shows a stepped portion 1a over the entire length of the edge surface on both sides in the width direction of the thin plate 1. It is provided, and the step portions 1a on both sides are provided.
Is symmetric. When this thin plate 1 is used, the stepped portion 1a of the joint portion is combined to form a combined structure.
(B) and (C) respectively show a groove portion 1b having a semicircular cross section and a groove 1c having a rectangular cross section at the center of the forefronts on both sides in the width direction, and both sides have the same structure. When this thin plate 1 is used, a strip material 4 having a circular cross section is fitted in the groove portion 1b of the joint portion, and a strip material or a plate seed 3 having a quadrangular cross section is fitted in the groove portion 1c. Employment structure. In the diagram (D), a groove 1d having a rectangular cross section is provided on one of the forefront surfaces, and a protrusion 1e that fits into the groove 1d is provided on the other of the forefront surfaces. When this thin plate 1 is used, the projection 1e is fitted into the groove 1d of the joint to form the actual structure. Further, as shown in FIG. 1A, a wire mesh 2 in which the horizontal bars 2a are bent in a wavy shape is embedded in these thin plates 1 as reinforcing bars.

【0010】図2は図1Cの薄板を木造建築物の横壁と
して取り付けた状態を示す斜視図であり、この薄板1は
厚さは37mm、幅600mm、長さ1820mmで嵩
比重が0.60、吸水率は0.9%である。また補強用
鉄筋として、横筋が波状に屈曲している金網2が埋設さ
れており小口面には図1cのような溝部1cが設けられ
ている。この薄板1を木造建築物の横壁として取り付け
る場合には、図2のように所望間隔で垂直に立設されて
いる木柱10と胴柱12に、薄板1を水平に釘11で固
着すればよいが、その際薄板1の接合部は双方の溝部1
cに条材の実3を嵌入した雇実構造とし、面取り部1f
にコーキング材を充填する。またこの薄板は強度が大き
いので胴柱12は通常4本のところ3本でよい。このよ
うに小口面の接合部を雇実構造とすることにより目地は
完全に防水できる。更に薄板の吸水率が低いので、結露
やそれに基づく凍害を防止できる。
FIG. 2 is a perspective view showing a state in which the thin plate of FIG. 1C is attached as a lateral wall of a wooden building. The thin plate 1 has a thickness of 37 mm, a width of 600 mm, a length of 1820 mm, and a bulk specific gravity of 0.60. The water absorption is 0.9%. Further, as a reinforcing bar, a wire mesh 2 having a horizontal bar bent in a wavy shape is embedded, and a groove 1c as shown in FIG. When this thin plate 1 is attached as a lateral wall of a wooden building, if the thin plate 1 is horizontally fixed with nails 11 to a wooden column 10 and a body column 12 which are vertically erected at desired intervals as shown in FIG. It is good, but at that time, the joint part of the thin plate 1 is formed in both groove parts 1.
It has a hiring structure in which the actual material 3 is inserted in c, and the chamfered portion 1f
Fill caulking material into. Further, since this thin plate has high strength, the number of the body columns 12 is usually four, but three. In this way, the joint can be completely waterproofed by employing the joint structure of the forehead as the actual structure. Furthermore, since the water absorption of the thin plate is low, it is possible to prevent dew condensation and frost damage caused thereby.

【0011】次に前記の薄板をコンクリート建築物の外
壁の両面の型枠として使用する場合について説明する。
図3において壁20は、内部は通常の鉄筋コンクリート
であって、外面及び内面は共に厚さ37mm、幅600
mm、長さ2100mmで嵩比重は0.55、一面吸水
率が0.9%で、補強鉄筋として横筋が波型に屈曲した
金網が埋設されている薄板21,22が外面及び内面の
捨て型枠として直接密着している。この壁20を形成す
るには、薄板21,22を所定間隔で長手方向を上下に
して相対して立設し、棒状のセパレーター6を外面及び
内面の薄板21,22を貫通し、図4の係止具30の座
金35及び受け座金36で薄板21,22を夫々挟持
し、セパレーター6の先端に治具34とボルト36を介
してパット33を螺着することによって型枠を構成し、
コンクリートを打設し、硬化後に係止具30を取り外せ
ば良い。
Next, the case where the above-mentioned thin plate is used as a mold on both sides of the outer wall of a concrete building will be described.
In FIG. 3, the wall 20 is made of normal reinforced concrete on the inside and has a thickness of 37 mm on both the outer and inner surfaces and a width of 600 mm.
mm, length 2100 mm, bulk specific gravity 0.55, water absorption on one side 0.9%, thin plates 21 and 22 in which wire nets with corrugated horizontal bars are embedded as reinforcement bars It is directly attached as a frame. In order to form the wall 20, the thin plates 21 and 22 are vertically erected at predetermined intervals with the longitudinal direction thereof vertically arranged to face each other, and the rod-shaped separator 6 is passed through the outer and inner thin plates 21 and 22. The thin plates 21 and 22 are respectively sandwiched by the washer 35 and the receiving washer 36 of the locking tool 30, and the pad 33 is screwed to the tip of the separator 6 via the jig 34 and the bolt 36 to form a form,
It suffices to cast concrete and remove the locking tool 30 after hardening.

【0012】このとき前述のように薄板は吸水率が低い
ので、コンクリートとの接面からの吸水によるコンクリ
ートの硬化に悪影響を与えることがなく、厚さも薄いの
でコンクリートの硬化の際の収縮によりALCパネルに
亀裂が発生することがなく、従って型枠の内面に絶縁材
を貼る必要がないので手数が掛からずコンクリートと密
着した面を形成できる。更にコンクリート打設時の飛沫
が付着しないのでその除去作業も不要である。また強度
が大きいのでハンドリングの際に破損する恐れがなく、
係止具の取り付け数も少なくて済む。その上型枠の解体
やコンクリート面の補修も必要ないので工期を大巾に短
縮できるし、産業廃棄物も減少させることができる。尚
小口面に段差部や溝部のある薄板を使用すればコンクリ
ートの洩れを完全に防止でき好都合である。
At this time, since the thin plate has a low water absorption rate as described above, it does not adversely affect the hardening of the concrete due to the absorption of water from the contact surface with the concrete, and the thin plate also has a small thickness, so that the ALC is contracted during the hardening of the concrete. Since the panel is not cracked and there is no need to attach an insulating material to the inner surface of the mold, it is possible to form a surface that is in close contact with concrete without trouble. Furthermore, since the droplets do not adhere when pouring concrete, it is not necessary to remove it. Also, since it is strong, there is no risk of damage during handling,
The number of fittings required is small. Moreover, since it is not necessary to dismantle the formwork or repair the concrete surface, the construction period can be greatly shortened, and industrial waste can be reduced. It is convenient to use a thin plate with a step or groove on the edge so that concrete can be completely prevented from leaking.

【0013】[0013]

【発明の効果】以上詳細に説明したように本発明のAL
C薄板は厚さが75mm未満望ましくは50mm以下で
あって、嵩比重を0.55〜0.65としたり、一面吸
水率を5%以下望ましくは2%以下としたり、小口面に
段差部又は溝部を設けたり、補強用鉄筋として、横筋が
波状に屈曲している金網を埋設する等の態様を必要に応
じ適宜組み合わせることより、圧縮強度や、曲げ強度を
向上させることができる。その結果、建築物の外壁とし
て使用した場合には次のような効果がえられる。即ち、
強度が大きいのでハンドリングの際に破損し難く、間柱
の本数を減らすことが可能となる。また小口面に段差部
又は溝部、突起などを設ければ、接合部を合决り、雇
実、本実などの構造とする事ができるので完全に防水す
ることができる。また吸水率を低くすることにより通気
性を損なうこと無く透水性を低く出来るので、建築物の
結露やそれに基づく凍害を防止できる。
As described above in detail, the AL of the present invention
The C thin plate has a thickness of less than 75 mm, preferably 50 mm or less, and has a bulk specific gravity of 0.55 to 0.65, a one-sided water absorption rate of 5% or less, preferably 2% or less, or a stepped portion or The compressive strength and the bending strength can be improved by appropriately combining aspects such as providing a groove portion or burying a wire mesh in which the horizontal bars are bent in a wavy manner as reinforcing reinforcing bars as necessary. As a result, the following effects can be obtained when used as the outer wall of a building. That is,
Since it has high strength, it is less likely to be damaged during handling, and the number of studs can be reduced. Further, if a step portion, a groove portion, a protrusion or the like is provided on the fore edge surface, the joint portion can be formed into a structure such as a hiring staff, a real staff member, etc., so that it can be completely waterproof. Further, by lowering the water absorption rate, the water permeability can be lowered without impairing the air permeability, so that the dew condensation of the building and the frost damage due to it can be prevented.

【0014】また型枠として使用した場合には次のよう
な効果が得られる。即ち、強度が大きいのでハンドリン
グの際に破損し難く、係止具の数を減らすことが可能と
なる。また吸水率を低くすることにより通気性を損なう
こと無く透水性を低く出来るので、コンクリートとの接
面からの吸水によるコンクリートの硬化に悪影響を与え
ることがなく、厚さも薄いのでコンクリートの硬化の際
の収縮によりALCパネルに亀裂が発生することがな
い。従って型枠の内面に絶縁材を貼る必要がないので、
手数が掛からずコンクリートと直接密着した面を形成で
きる。またコンクリート打設時の飛沫が付着しないので
その除去作業も不要となる。このように型枠の解体やコ
ンクリート面の補修も必要ないので工期を大巾に短縮で
きるし、産業廃棄物も減少させることができる。更に小
口面に段差部や溝部、突起などのある薄板を使用すれば
コンクリートの洩れを完全に防止でき好都合である等実
用上顕著な効果が得られる。
When used as a mold, the following effects can be obtained. That is, since it has high strength, it is less likely to be damaged during handling, and the number of locking tools can be reduced. Also, by lowering the water absorption rate, it is possible to lower the water permeability without impairing breathability, so there is no adverse effect on the hardening of concrete due to water absorption from the contact surface with concrete, and the thickness is thin Does not cause cracks in the ALC panel. Therefore, it is not necessary to attach an insulating material to the inner surface of the form,
It can form a surface that is in direct contact with the concrete without any trouble. Moreover, since the droplets do not adhere when pouring concrete, the removal work is not required. Since it is not necessary to dismantle the formwork or repair the concrete surface in this way, the construction period can be greatly shortened, and industrial waste can be reduced. Further, by using a thin plate having steps, grooves, protrusions, etc. on the fore edge, it is possible to completely prevent leakage of concrete, which is advantageous in practical use.

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

【図1】A〜Dは本発明の薄板の側面図である。1A to 1D are side views of a thin plate of the present invention.

【図2】本発明の薄板を木造建築物の外壁として使用し
た例を示す斜視図である。
FIG. 2 is a perspective view showing an example in which the thin plate of the present invention is used as an outer wall of a wooden building.

【図3】本発明の薄板をコンクリート建築物の型枠とし
て使用した例を示す横断面図である。
FIG. 3 is a cross-sectional view showing an example in which the thin plate of the present invention is used as a formwork for a concrete building.

【図4】図3の係止具の取り付け状況を説明する縦断面
図である。
FIG. 4 is a vertical cross-sectional view illustrating a mounting state of the locking tool of FIG.

【符号の説明】[Explanation of symbols]

1 ALC薄板 2 補強用金網 3 実 4 実 6 セパレーター 10 柱 11 釘 12 胴柱 20 壁 30 係止具 35 座金 36 座金 1 ALC thin plate 2 Reinforcing wire mesh 3 Real 4 Real 6 Separator 10 Pillar 11 Nail 12 Body pillar 20 Wall 30 Locking tool 35 Washer 36 Washer

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 厚さが75mm未満で嵩比重が0.55
〜0.65であることを特徴とするALC薄板。
1. A thickness of less than 75 mm and a bulk specific gravity of 0.55.
ALC thin plate, characterized in that it is ˜0.65.
【請求項2】 厚さが75mm未満で一面吸水率が5%
以下であることを特徴とするALC薄板。
2. The water absorption on one surface is 5% when the thickness is less than 75 mm.
An ALC sheet characterized by being:
【請求項3】 厚さが75mm未満で幅方向の小口面に
は全長に亘って段差部又は溝部又は溝部と突起が設けら
れていることを特徴とするALC薄板。
3. An ALC thin plate having a thickness of less than 75 mm and a step portion, a groove portion, or a groove portion and a protrusion are provided over the entire length in a small width surface in the width direction.
【請求項4】 横筋が波状に屈曲している金網が補強用
鉄筋として埋設されている請求項1、請求項2、又は請
求項3記載のALC薄板。
4. The ALC thin plate according to claim 1, 2 or 3, wherein a wire mesh having lateral corrugations bent in a wavy shape is embedded as reinforcing reinforcing bars.
JP5141236A 1993-05-21 1993-05-21 ALC sheet Expired - Lifetime JP2760259B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5141236A JP2760259B2 (en) 1993-05-21 1993-05-21 ALC sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5141236A JP2760259B2 (en) 1993-05-21 1993-05-21 ALC sheet

Publications (2)

Publication Number Publication Date
JPH06330624A true JPH06330624A (en) 1994-11-29
JP2760259B2 JP2760259B2 (en) 1998-05-28

Family

ID=15287277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5141236A Expired - Lifetime JP2760259B2 (en) 1993-05-21 1993-05-21 ALC sheet

Country Status (1)

Country Link
JP (1) JP2760259B2 (en)

Cited By (2)

* 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
JP2022506916A (en) * 2019-03-21 2022-01-17 華南理工大学 Ultra-high performance concrete prefabricated permanent template and its applications

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844138A (en) * 1981-09-09 1983-03-15 太平洋セメント株式会社 External heat insulation of concrete structure
JPS61274028A (en) * 1985-05-29 1986-12-04 タカムラ建設株式会社 Precast concrete panel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844138A (en) * 1981-09-09 1983-03-15 太平洋セメント株式会社 External heat insulation of concrete structure
JPS61274028A (en) * 1985-05-29 1986-12-04 タカムラ建設株式会社 Precast concrete panel

Cited By (2)

* 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
JP2022506916A (en) * 2019-03-21 2022-01-17 華南理工大学 Ultra-high performance concrete prefabricated permanent template and its applications

Also Published As

Publication number Publication date
JP2760259B2 (en) 1998-05-28

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