JPS61122148A - Gypsum composition - Google Patents

Gypsum composition

Info

Publication number
JPS61122148A
JPS61122148A JP24554484A JP24554484A JPS61122148A JP S61122148 A JPS61122148 A JP S61122148A JP 24554484 A JP24554484 A JP 24554484A JP 24554484 A JP24554484 A JP 24554484A JP S61122148 A JPS61122148 A JP S61122148A
Authority
JP
Japan
Prior art keywords
gypsum
composition
present
wall
gypsum composition
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
JP24554484A
Other languages
Japanese (ja)
Other versions
JPH0215509B2 (en
Inventor
嶋谷 宏文
三紀夫 若杉
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 Osaka Cement Co Ltd
Original Assignee
Osaka Cement 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 Osaka Cement Co Ltd filed Critical Osaka Cement Co Ltd
Priority to JP24554484A priority Critical patent/JPS61122148A/en
Publication of JPS61122148A publication Critical patent/JPS61122148A/en
Publication of JPH0215509B2 publication Critical patent/JPH0215509B2/ja
Granted legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/14Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements
    • C04B28/142Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing synthetic or waste calcium sulfate cements

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、有機系発泡断熱材に塗布する左官材の用途に
好適な石膏組成物に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a gypsum composition suitable for use as a plastering material applied to an organic foam heat insulating material.

し従来の技術] 近年、学校、病院、商業ビル、集合住宅その他種々のi
[物においては、省エネルギ〜の見地よりその壁構造に
より高い断熱特性をもたせることが指向されており、こ
のため断熱材として特に断熱性に役れる発泡ポリスチレ
ン板、硬質ウレタンフオームあるいは発泡ポリエチレン
板などの有機系発泡断熱材が用いられるとともに、これ
ら断熱材を型枠兼用打込工法や後貼り工法で外壁コノク
リートの内壁側に貼着して設けることが行なわれている
[Conventional technology] In recent years, schools, hospitals, commercial buildings, apartment complexes, and various other
[For products, from the standpoint of energy saving, the aim is to provide the wall structure with higher insulation properties, and for this reason, foamed polystyrene boards, hard urethane foam, or foamed polyethylene boards, etc., which are particularly useful as insulation materials, are used as insulation materials. These organic foam insulation materials are used, and these insulation materials are attached to the inner wall side of the outer conocrete wall using a formwork-cum-driving method or a post-pasting method.

しかして、この種有機系発泡断熱材下地の仕Eげには、
現在のところ次の二つの工法が実施されている。一つは
、壁用ポート類接着剤(GLポンド)を団子状に練った
ものをF地に一定の間隔で盛り、これに石膏ホードを貼
り付ける乾式の石合ボード直貼り工法(以下GL玉法と
称す)であり、もう一つは、セメントモルタルや石・ご
プラスターを左官材としてド地面に直接塗布する湿式1
ところが、ボi者の方法によると、内部結露を起こし易
い、かびを発生する、耐衝撃性に弱い等の欠点があり、
また後者の方法では既知の左官材を使用した場合、施工
後ひび割れや剥離襲故を多発するという、いずれも不都
合な問題点を抱えている、しかし、これらの問題点を比
較衡量した場合、後者の問題点の方が深刻かつ致命的で
あるので、最近では前記の諸欠点を容認してもGLI法
を採用する例が多い。
However, in the preparation of this kind of organic foam insulation material,
Currently, the following two methods are being implemented. One is the dry-type masonry board direct attachment method (hereinafter referred to as GL-pond), in which wall port adhesive (GL-pond) is kneaded into dumplings and placed on the F ground at regular intervals, and gypsum hoard is attached to this. The other method is the wet method, in which cement mortar, stone, or plaster is applied directly to the ground as a plastering material.
However, Boi's method has drawbacks such as easy internal condensation, mold, and poor impact resistance.
In addition, in the latter method, when known plastering materials are used, they often suffer from cracking and peeling after construction, which is an inconvenient problem.However, when these problems are compared and balanced, the latter Since the above problems are more serious and fatal, recently there are many cases in which the GLI method is adopted even if the above-mentioned drawbacks are accepted.

[発明が解決しようとする問題点] 本発明は、このような現状において、発泡ポリスチレン
板に代表される有機系発泡断熱材下地の内壁面を湿式1
法を利用して問題なく仕上げることができるようにする
ことを企図したものである。そして、このために本発明
では、断熱材下地に塗布して、上記のひび割れや剥離の
問題を的確に解消でき、しかも耐衝雫性、遮音性さらに
は仕上り面精度及び表面尖観に優れた内壁面を構成でき
る、この種用途の左官材に適合する新規な石膏組成物を
提供せんとしている。
[Problems to be Solved by the Invention] Under the present circumstances, the present invention aims to solve the problem by wet-processing the inner wall surface of an organic foam insulation material base such as a foamed polystyrene board.
The idea is to make it possible to complete the process without any problems using the law. For this reason, in the present invention, it is possible to accurately solve the above-mentioned problems of cracking and peeling by applying it to the base of the heat insulating material, and it also has excellent impact resistance, sound insulation, and finished surface accuracy and surface cusp. The object of the present invention is to provide a new gypsum composition suitable for plastering for this type of application, which can constitute an interior wall surface.

E問題点を解決するための手段1 本発明は、このような技術目的を達成するために、硬化
促進剤を添加した無水石膏および/または遅延剤を添加
した半水石膏90〜50重量部。
Means for Solving Problem E 1 In order to achieve such a technical objective, the present invention provides 90 to 50 parts by weight of anhydrite to which a hardening accelerator is added and/or hemihydrate to which a retarder is added.

高炉水滓スラブ粉末10〜50重量部とからなる混合物
に、エチレン酢酸ビニル系樹脂、アクリル酸エステル系
樹脂、スチレンブタジェン合成ゴムの一種または二種以
上を固形分換算で1〜201呈部添加してなることを特
徴とする石膏組成物を提供している。
To a mixture consisting of 10 to 50 parts by weight of blast furnace water slag slab powder, 1 to 201 parts by weight of one or more of ethylene vinyl acetate resin, acrylic ester resin, and styrene butadiene synthetic rubber are added in terms of solid content. The present invention provides a gypsum composition characterized by:

以下、本発明について詳述する。The present invention will be explained in detail below.

本発明者等は、先に、消石灰で中和したフッ酸無水石膏
に硫酸アルカリ金属塩で代表される公知の硬化促進剤を
添加したフッ酸無水石膏配合物に、高炉水滓スラグ粉末
を混合して、さらに気泡材1作業性改善剤などを添加す
るときには優れた高強度硬化体を与えるフッ酸無水石膏
プラスター組成物を提案している(特開昭55−230
29号公報参@)、これは、高炉水滓スラグ粉末の潜在
水硬性を利用して、夏期の如<30℃をこえる高温養生
においても高強度の硬化体を得ることができるようにし
たものであるが、これら一連の研究により、本発明者は
高炉水滓スラグ粉末のもつ別の有益な作用効果を知見し
、この特性を利用して新たに前記左官材に最適の石膏組
成物を作り出すに到った。
The present inventors first mixed blast furnace water slag powder into a hydrofluoric anhydride compound prepared by adding a known hardening accelerator represented by an alkali metal sulfate to hydrofluoric anhydride neutralized with slaked lime. Furthermore, they have proposed a hydrofluoric anhydride plaster composition that provides an excellent high-strength cured product when a foam material 1 workability improving agent is added (Japanese Patent Laid-Open No. 55-230
Refer to Publication No. 29@), which uses the latent hydraulic properties of blast furnace water slag powder to obtain a hardened product with high strength even during high-temperature curing exceeding <30°C, such as in summer. However, through a series of these studies, the present inventor discovered another beneficial effect of blast furnace water slag powder, and utilized this property to create a new gypsum composition optimal for the above-mentioned plastering material. reached.

すなわち、中和用の過剰な消石灰と公知の硬化促進剤を
添加したフッ酸無水石膏90〜50重量部と高炉水滓ス
ラグ粉末10〜50重量部とからなる混合物に、エチレ
ン酢酸ビニル系樹脂、アクリル酸エステル系樹脂または
スチレンブタジェン合成ゴムの少なくとも一種以上を固
形分換算で1〜20重量部添加すれば1石膏とスラグの
水利反応により生成する膨張性水和物、即ちエトリンガ
イト[C* A ’ 3CaSO* ’ 32H20]
が樹脂の界面活性により連行された気泡空隙内で有効的
に成長すること、そして石膏およびスラグの水和物間を
樹脂が充填することにより、S張性に富み、低ヤング半
でしかも曲げおよび引張強度に優れる硬化体の得られる
ことが確かめられている。
That is, ethylene vinyl acetate resin, ethylene vinyl acetate resin, When 1 to 20 parts by weight of at least one of acrylic ester resin or styrene-butadiene synthetic rubber is added in terms of solid content, an expandable hydrate, namely ettringite [C* A ' 3CaSO* ' 32H20]
The resin effectively grows within the bubbles entrained by the surface activity of the resin, and the resin fills between the hydrates of the gypsum and slag, resulting in high S tensile strength, low Young's half, and bending and bending properties. It has been confirmed that a cured product with excellent tensile strength can be obtained.

本発明の石膏組成物における成分混合1合については、
…1記硬化促進剤等を添加したフッ酸無水石−y9o〜
50 m +Br部に対し、高炉水ξ宰スラグ粉末は1
0〜50重闇部である。これはスラグ粉末10セ量部以
下では、その膨張性が目的とする用途に不[−分となる
ためであり、 ・力50 iT< −i ffi以上で
はスラグ水和物の収縮性の影響がでてくるためである。
Regarding 1 cup of component mixing in the gypsum composition of the present invention,
...1. Hydrofluoric anhydrite added with hardening accelerator etc. -y9o~
50 m + Br part, blast furnace water ξ slag powder is 1
0 to 50 heavy darkness. This is because if the amount of slag powder is less than 10 parts, its expandability will not be suitable for the intended use, and if the force is more than 50 iT < -i ffi, the shrinkage of the slag hydrate will be affected This is because it comes out.

また、樹脂はそれらの単味もしくは複合した合計量で、
固形分換算して1〜20重量部加えられる。すなわち、
1重量部以下の添加着では、膨張性、弾性係数2曲げお
よび引張強度の物性面において目的とする性質が得られ
ず、また20重量部以上では作業性が悪く、耐大性能お
よび価格の上からも好ましくないためである。
In addition, resin is the total amount of these single or combined amounts,
It is added in an amount of 1 to 20 parts by weight in terms of solid content. That is,
If the amount of additive is less than 1 part by weight, the desired physical properties such as expansivity, elastic modulus, bending and tensile strength cannot be obtained, and if it is more than 20 parts by weight, workability is poor and large-scale durability and price are lowered. This is because it is not desirable.

以上、石膏原料としてフッ酸無水石膏を使用する場合を
基本に説明したが、本発明の石膏組成物にあっては、こ
れと別種の無水石膏または半水6曾も同様に利用できる
ものである。すなわち、ろ(JIX料として、中和用の
消石灰と硬化促進剤とを添加したフッm無水石・旺の一
部又は全部を、焼成してなる■型無水石音もしくは天然
■型無水石膏で、またα型もしくはβ型半水石舎にカル
ボン酸塩や一部の黒磯酸塩で代表される公知の硬化N延
剤を添加した半水石膏でおき代えた場合においても、に
連のものと同様な特徴、即ち膨張性に富み、弾性係数が
低くしかも曲げおよび引張強度に優れた硬化体が得られ
るという特性が発揮されることが実試により確認されて
いる。なお、無水石膏は水和反応性が低く、それ単味を
水と練り混ぜても容易に硬化しない、それ故、硫酸ナト
リウム、硫酸カリウム、カリ明パンなどの硫酸金属塩で
代表される公知の硬化促進剤を添加している。
The above explanation has been based on the case where hydrofluoric anhydride is used as a gypsum raw material, but in the gypsum composition of the present invention, other types of anhydrite or hemihydrate can be used as well. . In other words, as a JIX material, part or all of fluorite anhydrite to which slaked lime for neutralization and a hardening accelerator have been added is calcined with ■-type anhydrite or natural ■-type anhydrite. Furthermore, even when α-type or β-type hemihydrate stone is replaced with hemihydrate gypsum containing known hardening N spreading agents such as carboxylic acid salts and some black isolate salts, It has been confirmed through actual trials that it exhibits similar characteristics, that is, a cured product with high expansibility, low elastic modulus, and excellent bending and tensile strength. It has low reactivity and does not harden easily even when mixed alone with water.Therefore, known hardening accelerators such as sodium sulfate, potassium sulfate, and potassium sulfate metal salts such as potassium aerobane are added. There is.

一方、半水石膏の場合では、それ単味を水に練り混ぜる
と瞬時に硬化し、左官材としてそのまま使用できないの
で、必要な遅延剤を加えるようにしている。そして、フ
ッ酸無水石膏を使用する場合に添加する消石灰は、この
ものの副生時に残留する硫酸を中和するためのものであ
って、他種の石膏原料を使用する場合には勿論混合を要
しない。
On the other hand, in the case of gypsum hemihydrate, when mixed with water, it hardens instantly and cannot be used as a plastering material, so the necessary retardant is added. The slaked lime added when using hydrofluoric anhydride gypsum is used to neutralize the sulfuric acid that remains as a by-product of this product, and of course requires mixing when using other types of gypsum raw materials. do not.

本発明の石膏組成物では、これら異種の石膏原料は各々
単味で使用しても、複数8類混ぜて使用してもよい、そ
して、いずれの場合も組成物に対する混合鯖は、前述の
フッ酸無水石膏の請合範囲と共通している。なお、無水
6汎゛と゛詐水イ1゛昌・とを゛混合して使用するよう
な場合では、各々の石膏に適した峻の尚記促准剤と遅延
剤とを添加すればよい。
In the gypsum composition of the present invention, these different types of gypsum raw materials may be used alone or in a mixture of 8 kinds, and in either case, the mixed mackerel for the composition is This is the same as the claim scope for acid anhydride. In addition, when using a mixture of anhydrous 6-pan and kasui-1, it is sufficient to add the above-mentioned accelerator and retarder suitable for each type of gypsum.

本発明の石合aUJ&物を混合するにさいしては。When mixing the Ishiai aUJ & product of the present invention.

所要の添加剤を配合した無水石膏および/または半水石
膏と高炉水滓スラブ粉末との混合物に、エチレン酢酸ビ
ニル系樹脂、アクリル酸エステル系樹脂またはスチレン
ブタジェン合成ゴムの少なくとも一種以上を、混線時に
水とともにエマルジオンとして添加してもよいし、また
、それらの粉末化されたものをプレミックスするように
してもよい。
A mixture of anhydrite and/or hemihydrate mixed with required additives and blast furnace water slag slab powder is mixed with at least one of ethylene vinyl acetate resin, acrylic ester resin, or styrene-butadiene synthetic rubber. Sometimes they may be added as an emulsion together with water, or their powdered form may be premixed.

なお、本発明の石膏組成物に骨材を配合して使用する場
合では、川砂、海砂、山砂、珪砂、寒水石、砕石、焼成
真珠岩、焼成黒曜石および焼成蛭石から選ばれる一種以
上を1石膏組成物に対し容積比で0.2倍量から4倍量
の範囲で加えるようにすればよい。
In addition, when using aggregate in the gypsum composition of the present invention, one or more types selected from river sand, sea sand, mountain sand, silica sand, agaric stone, crushed stone, calcined nacre, calcined obsidian, and calcined vermiculite are used. may be added in an amount ranging from 0.2 times to 4 times by volume per 1 gypsum composition.

[作用」 以l−に述べた本発明の石1号組成物を左官材として使
用すれば、これを発泡ポリスチレン板等のきbめて弾性
係数の小さい有機系発泡Wit熱材下地に塗布してもひ
び割れや剥離をよく防止することができるものとなる。
[Operation] When the Stone No. 1 composition of the present invention described in 1- is used as a plastering material, it can be applied to the substrate of an organic foamed Wit thermal material with a very small elastic modulus, such as a foamed polystyrene board. However, cracking and peeling can be effectively prevented.

この理由を詳述すると、以下の通りである。The reason for this is detailed below.

一般に、ひび割れの発生条件は下記式で示される。Generally, the conditions under which cracks occur are expressed by the following formula.

S ン   ε−+   GF   +R5;目由収縮
率 ε、;引張弾性ひずみ εP:塑性ひずみ R:拘束緩和率 ところで、有機系発泡断熱材の弾性係数はほぼ100〜
2 Q O1gf/am’ テあり、コンクリートの弾
性係数16X10〜28XIOKgf/cmの約1/1
500であって、拘束緩和率は殆ど無いものとみなせる
S n ε-+ GF +R5; Measuring shrinkage rate ε; Tensile elastic strain εP: Plastic strain R: Constraint relaxation rate By the way, the elastic modulus of organic foam insulation material is approximately 100~
2 Q O1gf/am' With Te, about 1/1 of concrete's elastic modulus 16X10~28XIOKgf/cm
500, and it can be considered that there is almost no constraint relaxation rate.

また、断熱性の向上に伴い室内と室外の温度差が大きく
なり、吸熱膨張および冷却収縮による壁構造の室内側と
室外側での変位FJの差が人さくなり、室内側に塗布し
て硬化した仕上げ面に作用する引張応力は大きくなる。
In addition, the temperature difference between indoors and outdoors increases with the improvement of insulation, and the difference in displacement FJ between the indoor and outdoor sides of the wall structure due to endothermic expansion and cooling contraction becomes smaller. The tensile stress acting on the finished surface increases.

そして、引張応力が大きくなると、乾燥収縮に追従して
変動で3る引張弾性ひずみおよび塑性ひずみの許容範囲
が少なくなる。
As the tensile stress increases, the permissible range of tensile elastic strain and plastic strain that fluctuate following drying shrinkage becomes smaller.

既存の湿式左官材を有機系発泡断熱材に噴入すると、ひ
び割れや剥雌憤故を多発する原因は1以上のような理由
によるものと推測される。すなゎち、一般に石膏プラス
ターは、弾性係数10XI0〜17 X l OKgf
/cm”t’、その免燥収縮峻は2×このようなわずか
な収縮綴でも有機系発泡断熱材下地に塗布した場合には
、ひび割れを発生させる原因となる。また、セメントモ
ルタルは1弾性係〈、ひび割れは勿論のこと剥離するこ
ともある。
When existing wet plastering material is injected into organic foam insulation material, it is presumed that one or more reasons are responsible for the frequent occurrence of cracks and peeling failures. In other words, gypsum plaster generally has an elastic modulus of 10XI0 to 17X l OKgf
/cm"t', its resistance shrinkage steepness is 2 x even a slight shrinkage like this can cause cracks when applied to the base of an organic foam insulation material. Also, cement mortar has an elasticity of 1 In addition to cracking, it may also peel off.

このような既存の内壁塗布材料に比較して、木 ゛文明
のイー1・i1組成物では+iii述のような機構で膨
張性を示すものであるため、構造力学的にその塗布面に
圧縮応力か貯えられることになり、これがひび割れ防と
に有効に作用するものとなる。同時に又1本発明の石膏
組成物硬化体にあっては、弾性係数が低く、曲げおよび
引張強度に優れるものであるため、変位に追従してひび
割れ発生の防止に奏効していることが推認されるもので
ある。
Compared to such existing interior wall coating materials, Wooden Civilization's E1/I1 composition exhibits expansibility through the mechanism described in +iii, so it is structurally mechanically capable of producing compressive stress on the coated surface. This will effectively prevent cracks. At the same time, since the cured gypsum composition of the present invention has a low elastic modulus and excellent bending and tensile strength, it is presumed that it follows displacement and is effective in preventing cracking. It is something that

次に1本発明の石膏組成物で構成される湿式壁を現在多
く採用されているGL工法で構成される乾式壁と比較す
ると、以下のような長所をもっている。
Next, when a wet wall made of the gypsum composition of the present invention is compared with a dry wall made of the GL method, which is currently widely used, it has the following advantages.

本発明に係る湿式壁では、乾式壁に比較すると、構造的
に部材強度が高く、しかも耐衝撃性に優れる特徴を備え
ている。また、均質な壁の遮音性は質量側に支配され、
壁材料の面密度が大きくなる程遮音性が高くなる傾向を
示すが1本発明の石膏組成物の硬化体V、度は使用され
る骨材によっても若干変動するものの通常1700〜2
000Kg/鳳の密度をもち1石膏ボードの740−9
80Kg/m’に比較すれば明らかなように、」常に遮
;°7性に優れるものとなっている。また、GL王法の
乾式壁では、ha質質材材料使用するためにカビが発生
したり16背ボードの打a部で塗装化と面にひび割れを
生じて美観を損なう不都合があるに対し、本発明の湿式
壁では重厚で面精度に優れ、ひび割れのない表面が筒単
に得られるという利点がある。
The wet wall according to the present invention has structurally higher member strength and excellent impact resistance than dry wall. In addition, the sound insulation properties of a homogeneous wall are dominated by the mass,
There is a tendency for the sound insulation properties to increase as the areal density of the wall material increases, but the degree of the cured product V of the gypsum composition of the present invention varies slightly depending on the aggregate used, but is usually 1700 to 2.
740-9 of 1 gypsum board with a density of 000Kg/Otori
As is clear from the comparison with 80Kg/m', it always has excellent shielding properties. In addition, with the drywall of the GL method, there are inconveniences such as mold growth due to the use of ha-quality materials, and cracks in the painted surface of the 16-back board, which impairs the aesthetic appearance. The wet wall of the present invention has the advantage that it is solid, has excellent surface precision, and can provide a crack-free surface.

[実施例] 以下、本発明の実施例を比較例と共に掲げて説明する。[Example] Examples of the present invention will be described below along with comparative examples.

まず、各種供試品の組成物配合を第1表に示す。First, Table 1 shows the composition formulations of various test products.

く以下余白〉 これら各種組成物の硬化体について、その物理的性状を
調べるため、圧縮1曲げ、引張強度、静置性係数1曲げ
弾性係数およびIiざ変化率を測定し、さらに水和物の
電子w4微鏡観察と粉末X線回折をを行なった。
In order to investigate the physical properties of the cured products of these various compositions, we measured the compression 1 bending, tensile strength, static coefficient 1 flexural elastic modulus, and Ii ratio of change, and also measured the hydrated products. Electron W4 microscopic observation and powder X-ray diffraction were performed.

第2表に、圧縮、曲げ、引張強度の各試験結果を示す、
但し、これらの試験は、JIS R5201に準じて4
X4X16cm供試体を作製し、島津オートグラフ 0
SS−2000形小容量万能試験機を用いて測定値を得
たものである。
Table 2 shows the compression, bending, and tensile strength test results.
However, these tests are conducted in accordance with JIS R5201.
A X4X16cm specimen was prepared and Shimadzu Autograph 0
The measured values were obtained using an SS-2000 small capacity universal testing machine.

また第3表に、静置性係数並びに曲げ弾性係数について
の試験結果を示す、但し、静置性係数は、ASTM  
C469に準じてφ1010X20円柱供試体を作製し
、ストレンゲージ法で測定したものであり、曲げ弾性係
数は1日本建築学会「GRCの曲げ試験方法(案)」に
準じ25X5X1cm供試体を作製し、小容量万漁試験
機を用いて測定したものである。
Table 3 shows the test results for the stability coefficient and bending elastic modulus. However, the stability coefficient is based on ASTM
A φ1010 x 20 cylindrical specimen was prepared according to C469 and measured using the strain gauge method. This was measured using a capacity test machine.

なお1以上の試験に供した供試体は何れも温度20℃、
湿度80%RH以上の雰囲気ドでh生したものである。
All specimens subjected to one or more tests were kept at a temperature of 20°C.
It was grown in an atmosphere with a humidity of 80% RH or higher.

また、第4表に、長さ変化率につl/1ての試験結果を
示す、但し、長さ変化率は、JIS  A  1129
のコンパレータ法に準じて4X4X 16c朧供試体を
湿度20℃、湿度60%RHの雰囲気下で養生して測定
したものである。
In addition, Table 4 shows the test results for the length change rate of 1/1. However, the length change rate is based on JIS A 1129.
The measurements were carried out by curing a 4×4×16c hazy specimen in an atmosphere of humidity 20° C. and humidity 60% RH according to the comparator method.

第2表 第3表 第4表 次に、前記第1表に掲げた組成物硬化体の電子顕微鏡に
よる観察結果を第1図乃至第7図に、また粉末X線回折
結果を第8図にボす、但し、これらの試験に供した試料
は、i@1表に示した配合のうち川砂を使用せず、適当
量の水と練り混ぜたペーストを温度20℃、湿度60%
RHの雰囲気下で養生して得られたものである。
Table 2 Table 3 Table 4 Next, the results of electron microscopic observation of the cured compositions listed in Table 1 are shown in Figures 1 to 7, and the powder X-ray diffraction results are shown in Figure 8. However, the samples used for these tests were made by mixing the paste with an appropriate amount of water at a temperature of 20°C and a humidity of 60% without using river sand from the formulation shown in the i@1 table.
It was obtained by curing in an RH atmosphere.

これらの試験結果について簡単に説明すると、本発明組
成物の硬化体中には、第1図(組成物No、 1の10
0倍電顕写真)、第2図(同NO12の100倍電顕写
真)に見るように、直径0.1■l山後の空隙の存在が
認められる。この空隙の生成は、前述の如く樹脂の界面
活性によるものであって、このことは第3図(組成物N
008の100倍電顕写真)に示す樹脂を添加してない
比較量の硬化体に空隙が見られないことからも理解され
る。
To briefly explain these test results, in the cured product of the composition of the present invention,
As can be seen in Figure 2 (100x electron micrograph of NO12), the presence of a void with a diameter of 0.1 μl after the peak is recognized. The formation of these voids is due to the surface activity of the resin as described above, and this is shown in Figure 3 (Composition N
This can be understood from the fact that no voids were observed in a comparative amount of the cured product to which no resin was added, as shown in the 100x electron micrograph of No. 008.

なお、第1図と第2図に示す硬化体表面の空隙以外の部
分をさらに拡大したものが、第4図(!IN成物N0.
 1の3500倍電顕写真)と第5図(同N002の3
500倍電顕写真)であって、これらの硬化体では不冗
形の無木石・f7中に結晶化した一水石軒が認められる
In addition, FIG. 4 (!IN composition No.
3500x electron micrograph of No. 1) and Figure 5 (No. 3 of No. 1)
500x electron micrograph), and in these hardened bodies, crystallized monolithic stone eaves are observed in the non-redundant amorphous stone f7.

また、第2図と第3図に示す組成物硬化体の空隙内をさ
らに拡大したものが、第6図(組成物NO,1の350
0倍電顕写真)と第7図(同N092の3500倍電顕
写真)であって、何れも空隙内で針状結晶がいたるとこ
ろで生成しているのが認められる。この針状結晶は石膏
とスラグ°の水和反応により生成したエトリンガイト[
CJA・3 CaS O4・32 H,Ol テあッテ
、硬化体に膨張性を付与するものである。なお、このよ
うなエトリンガイトの生成は、本発明品と比較量につい
ての幾つかの異なる材令硬化体について測定した第8図
の粉末x!11回折の結果からも確認される。
Further, FIG. 6 shows a further enlarged view of the inside of the voids of the cured composition shown in FIGS. 2 and 3 (composition No. 1, 350
0x electron micrograph) and Fig. 7 (3500x electron micrograph of N092), in both of them, it is observed that needle-like crystals are generated everywhere within the voids. These needle-shaped crystals are ettringite [
CJA・3 CaS O4・32 H,Ol It imparts expandability to the cured product. Incidentally, the formation of such ettringite was observed in the powder x! This is also confirmed from the results of 11 diffraction.

以上の実施例の試験結果からも裏付けられるように、本
発明の石膏組成物は、石膏とスラグの水和反応により生
成されるエトリンガイトに、樹脂の界面活性を利用して
、その成長に十分な空間を提供し、硬化体に膨張性を付
与しているとともに2石■とスラグの水和物間を樹脂で
充填することにより、弾性係数を下げ、曲げおよび引1
表強度を向上させる特性を発揮するものである。
As supported by the test results of the above examples, the gypsum composition of the present invention utilizes the surface activity of the resin to provide sufficient growth to ettringite, which is produced by the hydration reaction of gypsum and slag. By providing a space and imparting expandability to the cured product, and filling the space between the two stones and the slag hydrate with resin, the elastic modulus is lowered and bending and tensile properties are reduced.
It exhibits the property of improving surface strength.

次に、7を発明の石膏組成物を用いて構築した壁体とG
L工法で構築した壁体とについて、実際に耐衝撃性と1
g遮音性比較測定した。
Next, 7 is a wall constructed using the plaster composition of the invention and G
Regarding walls constructed using the L method, impact resistance and
g Sound insulation was compared and measured.

下記:jS5表は、耐衝撃性試験の結果を示している。Table jS5 below shows the results of the impact resistance test.

但し、この試験はコンクリート成形板に25■厚の発泡
ポリスチレン板を後塗りし、その表面を本発明の石膏組
成物(前記第1表のNo、l配合物)で仕上げたものと
、GL工法で仕上げたものとを作製し、これに1.4K
x鋼球を高さを変えて落下した時の表面に残る凹の直径
と深さを測定したものである。
However, this test was conducted on a concrete molded board coated with a 25cm thick foamed polystyrene board, the surface of which was finished with the gypsum composition of the present invention (compounds No. and I in Table 1 above), and on the GL construction method. 1.4K
x This is a measurement of the diameter and depth of the depression left on the surface when a steel ball is dropped from different heights.

また、第9図と第1O図に遮音性を調へた試験結果を示
す、この試験は、第11[Nに示すように60am厚の
)J′IIUに本発明組成物(前記第1表のNo、l配
合物)Aを直Ia15mm厚塗りつけて仕とげた壁と、
第12図に示すよフに1川下地υにボード用接着剤Cを
13厘層厚塗りつけ該接着剤Cを介して12腸■厚の石
膏ボードB、Bを貼りつけて仕上げた壁について、各J
IS A 1417に基ずいて音圧レベル差を測定した
ものである。ちなみに、@9、10図中D −30、0
−35は、 JIS A 1419で規定される遮音等
級を示すもので1例えば学校や戸建住宅建築物において
は、[1−30は3級、 D −35は2級に適用され
るものである。
In addition, FIG. 9 and FIG. 1O show test results with sound insulation properties controlled. No. 1 mixture) A was applied directly to the wall with a thickness of 15 mm, and
As shown in Fig. 12, for a wall finished by applying board adhesive C to a thickness of 13cm on a base of 1cm, and pasting gypsum boards B and B with a thickness of 1cm through the adhesive C, Each J
The sound pressure level difference was measured based on IS A 1417. By the way, @D-30, 0 in figures 9 and 10
-35 indicates the sound insulation class specified in JIS A 1419.1 For example, in schools and single-family residential buildings, [1-30 is applied to class 3, and D-35 is applied to class 2. .

上記二つの試験結果からも明らかなように1本発明の石
膏組成物を用いて構成した壁体では、GL工法により仕
上げたものに比較して、耐衝撃性と遮音性に優れる構造
特性を具備していることが確認される。
As is clear from the above two test results, walls constructed using the gypsum composition of the present invention have structural characteristics that are superior in impact resistance and sound insulation compared to those finished using the GL construction method. It is confirmed that

L発明の効果1 以上のように、本発明は発泡ボリスチレ/板に代表され
る有機系発泡断熱材下地の内壁面に湿式1法で塗布する
と、ひび割れや剥#膚故を確実に防止でき、しかも耐衝
撃性、遮音性さらには仕上り面精度及び表面美観に優れ
る内壁面を構成できるこの種用途の左官材として好適な
石膏組成物を提供することができたものである。
L Effect of the Invention 1 As described above, the present invention can reliably prevent cracking and peeling when applied to the inner wall surface of an organic foam insulation material base such as foamed polyethylene/board using the wet method. Moreover, it has been possible to provide a gypsum composition suitable as a plastering material for this type of use, which can form an inner wall surface with excellent impact resistance, sound insulation properties, finished surface precision, and surface appearance.

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

第1図乃至第7図は、いずれも石膏組成物硬化体の結晶
構造を示す電子IiI微鏡写真であって、第1図は実施
例中の本発明組成物Notの結晶構造写真(倍率100
倍)であり、82図は1q1102の結晶構造写真(@
率100倍)であり、第3図は比較組成物NO8の結晶
構造写真(倍率100倍)である、第4図と第S図は、
第1図と第2図の空隙部以外の硬化体表面を拡大したも
のであって、第4図は第1図を拡大した結晶構造写真(
倍率100倍)である、第6図と第7図は、第1図と第
2図の空隙内を拡大したものであって、第6図は第1図
を拡大した結晶構造写真(倍率3500倍)である、第
8図は、実施例に示す各種組成物について材令をj2え
た各硬化体につき/Il!定した粉末X線回折図である
。第9図は、本発明のる計組成物を用いて構成した壁体
のもつ遮音性の測定結果?ボす図であり、第1θ図は、
GL王法で構成した壁体のもつM!芹性を測定結果を示
す図である。第11図は、遮音性の測定試験に供した未
発明に係る壁体(@穴壁)の構造を示す断面図であり、
第12図は、回GLl法に係る壁体(屹式壁)の構造を
示す断面図である。
1 to 7 are electronic III microphotographs showing the crystal structure of the cured gypsum composition, and FIG. 1 is a photograph of the crystal structure of the composition of the present invention Not in Examples (magnification:
Figure 82 is a photograph of the crystal structure of 1q1102 (@
Figure 3 is a photograph of the crystal structure of comparative composition NO8 (magnification: 100x). Figures 4 and S are:
Figures 1 and 2 are enlarged views of the surface of the cured product other than the voids, and Figure 4 is an enlarged crystal structure photograph of Figure 1 (
Figures 6 and 7 are enlarged views of the inside of the voids in Figures 1 and 2, and Figure 6 is an enlarged crystal structure photograph of Figure 1 (magnification of 3500). FIG. 8 shows /Il! for each cured product with a material age of j2 for the various compositions shown in the Examples. It is a powder X-ray diffraction diagram obtained by Figure 9 shows the measurement results of the sound insulation properties of a wall constructed using the composition of the present invention. The first θ diagram is
M with a wall made of GL king law! It is a figure which shows the measurement result of carinity. FIG. 11 is a cross-sectional view showing the structure of an uninvented wall (@hole wall) that was subjected to a sound insulation measurement test;
FIG. 12 is a cross-sectional view showing the structure of a wall (panel-style wall) according to the GLl method.

Claims (1)

【特許請求の範囲】[Claims] 硬化促進剤を添加した無水石膏および/または遅延剤を
添加した半水石膏90〜50重量部と、高炉水滓スラグ
粉末10〜50重量部とからなる混合物に、エチレン酢
酸ビニル系樹脂、アクリル酸エステル系樹脂、スチレン
ブタジエン合成ゴムの一種または二種以上を固形分換算
で1〜20重量部添加してなることを特徴とする石膏組
成物。
Ethylene vinyl acetate resin and acrylic acid are added to a mixture consisting of 90 to 50 parts by weight of anhydrite containing a hardening accelerator and/or gypsum hemihydrate containing a retarder, and 10 to 50 parts by weight of blast furnace slag powder. A gypsum composition comprising 1 to 20 parts by weight, calculated as solid content, of one or more of an ester resin and a styrene-butadiene synthetic rubber.
JP24554484A 1984-11-19 1984-11-19 Gypsum composition Granted JPS61122148A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24554484A JPS61122148A (en) 1984-11-19 1984-11-19 Gypsum composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24554484A JPS61122148A (en) 1984-11-19 1984-11-19 Gypsum composition

Publications (2)

Publication Number Publication Date
JPS61122148A true JPS61122148A (en) 1986-06-10
JPH0215509B2 JPH0215509B2 (en) 1990-04-12

Family

ID=17135275

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24554484A Granted JPS61122148A (en) 1984-11-19 1984-11-19 Gypsum composition

Country Status (1)

Country Link
JP (1) JPS61122148A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017514731A (en) * 2014-03-07 2017-06-08 サン−ゴバン プラコ Plaster acoustic panel
KR102437358B1 (en) * 2022-05-04 2022-08-30 한란 Functional gypsum composition for craft

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5359230A (en) * 1976-11-10 1978-05-27 Yoshino Gypsum Co Method of producing plasterrhardened body for floor base
JPS541321A (en) * 1977-06-03 1979-01-08 Nippon Hardboard Method of making gypsum fiber board comprizing essentially needle crystal of bulky anhydrous calcium sulfate
JPS5619303A (en) * 1979-06-26 1981-02-24 Mitsubishi Electric Corp Protective device for chopper of electric rolling stock
JPS5732018A (en) * 1980-08-03 1982-02-20 Tomosada Fukuyama Machine for increasing output for automobile by utilizing its vibration energy and inducing property of exhaust gas

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5359230A (en) * 1976-11-10 1978-05-27 Yoshino Gypsum Co Method of producing plasterrhardened body for floor base
JPS541321A (en) * 1977-06-03 1979-01-08 Nippon Hardboard Method of making gypsum fiber board comprizing essentially needle crystal of bulky anhydrous calcium sulfate
JPS5619303A (en) * 1979-06-26 1981-02-24 Mitsubishi Electric Corp Protective device for chopper of electric rolling stock
JPS5732018A (en) * 1980-08-03 1982-02-20 Tomosada Fukuyama Machine for increasing output for automobile by utilizing its vibration energy and inducing property of exhaust gas

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017514731A (en) * 2014-03-07 2017-06-08 サン−ゴバン プラコ Plaster acoustic panel
TWI668351B (en) * 2014-03-07 2019-08-11 法商聖戈本建材公司 Plaster-based acoustic board
KR102437358B1 (en) * 2022-05-04 2022-08-30 한란 Functional gypsum composition for craft

Also Published As

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