JPH08217521A - Gypsum composition for forming floor post - Google Patents
Gypsum composition for forming floor postInfo
- Publication number
- JPH08217521A JPH08217521A JP2377795A JP2377795A JPH08217521A JP H08217521 A JPH08217521 A JP H08217521A JP 2377795 A JP2377795 A JP 2377795A JP 2377795 A JP2377795 A JP 2377795A JP H08217521 A JPH08217521 A JP H08217521A
- Authority
- JP
- Japan
- Prior art keywords
- gypsum
- weight
- forming
- composition
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/14—Compositions 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
- C04B28/145—Calcium sulfate hemi-hydrate with a specific crystal form
- C04B28/147—Calcium sulfate hemi-hydrate with a specific crystal form beta-hemihydrate
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/60—Flooring materials
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Crystallography & Structural Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Floor Finish (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、建物の床などを支える
床束を形成するのに使用する床束形成用石膏組成物に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plaster composition for forming a floor bundle used for forming a floor bundle supporting a floor of a building or the like.
【0002】[0002]
【従来の技術】建物の床を支える床束に種々の材料が用
いられている。例えば、実公昭57−11066号公報
には高さ調整部を有する金具を用いる例が開示され、又
実開昭57−84235号公報には床束を形成するのに
モルタルを使用することが開示されている。さらに特開
昭58−199964号公報には床束形成材が記載され
ている。具体的には、各種石膏、膨張バーミキュライト
などの無機軽量粒状物、発泡ポリスチレンなどの発泡合
成樹脂粒状物、メチルセルロースなどの増粘剤兼保水
剤、コラーゲンなどの硬化調整剤、リグニンスルホン酸
塩などの減水分散剤、岩綿などの繊維状物、亜硝酸カル
シウムなどの防錆剤やセメントなどのアルカリ剤を併用
することが記載されている。しかしながら、具体的な組
成は全く記載されていない。一方、建築物における床
は、強度があること、振動が階下に伝わらないこと及び
水平が出ていること等の諸特性が要求されることに加え
て、施工に際しては、工期の短縮上、簡単かつ短時間で
施工できることが望まれている。しかしながら、床束を
形成するのに従来から使用されている金具を使用する
と、水平を出すのに床束となる多数の金具の高さを調整
することが必要であり、これは繁雑で時間を要し、工期
短縮が望めない等の問題がある。2. Description of the Related Art Various materials are used for a floor bundle supporting a floor of a building. For example, Japanese Utility Model Publication No. 57-11066 discloses an example of using a metal fitting having a height adjusting portion, and Japanese Utility Model Publication No. 57-84235 discloses the use of mortar to form a floor bundle. Has been done. Further, JP-A-58-199964 describes a floor bundle forming material. Specifically, various gypsum, inorganic lightweight particles such as expanded vermiculite, expanded synthetic resin particles such as expanded polystyrene, thickener and water retention agent such as methyl cellulose, hardening modifier such as collagen, lignin sulfonate, etc. It is described that a water reducing dispersant, a fibrous material such as rock wool, a rust preventive such as calcium nitrite, and an alkali agent such as cement are used in combination. However, no specific composition is described. On the other hand, the floor of a building is required to have various characteristics such as strength, that vibration is not transmitted downstairs and that it is level, and in addition, it is easy to shorten the construction period during construction. Moreover, it is desired that the work can be performed in a short time. However, when using the metal fittings traditionally used to form the floor bundle, it is necessary to adjust the height of many metal fittings that will be the floor bundle to bring out the level, which is cumbersome and time consuming. Therefore, there is a problem that the construction period cannot be shortened.
【0003】これに対して、水平の調整を容易にする技
術、即ち、モルタル状の組成物を用いて簡単に高さを調
整し、硬化後に床束を形成する方法があるが、通常のセ
メントモルタルの組成物を用いると、強度発現が遅く、
かつ乾燥するのに時間を要するだけでなく、乾燥収縮に
より、クラックが入ったり床スラブとの接着が低下し剥
れるなどの問題があった。また、石膏系組成物は、乾燥
収縮がなく、クラックが入らず床スラブとの接着は良好
で剥れることはないが、多量の水で混練され使用されて
いるので、乾燥するのに時間を要し、密閉になりがちな
床下に湿気がこもり、衛生上(カビなど)また建物の保
存上(腐食等)不都合であった。また、石膏系組成物と
水とを混練りしてモルタル状の泥漿にしたときからシマ
リが始まる迄の可使時間が短く作業上問題があった。On the other hand, there is a technique for facilitating horizontal adjustment, that is, a method for easily adjusting the height by using a mortar-like composition and forming a floor bundle after curing, but a normal cement is used. With the composition of mortar, strength development is slow,
In addition to the time required for drying, there are problems such as cracking due to drying shrinkage and the adhesion to the floor slab is reduced and peeling occurs. Further, the gypsum-based composition has no drying shrinkage, does not crack and does not peel off with good adhesion to the floor slab, but since it is kneaded with a large amount of water and used, it takes time to dry. In short, moisture is trapped under the floor, which tends to be sealed, which is inconvenient for hygiene (mold, etc.) and storage of the building (corrosion, etc.). Further, there is a problem in working since the pot life is short from the time when the plaster-based composition and water are kneaded to form a mortar-like slurry until the start of simulation.
【0004】[0004]
【発明が解決しようとする課題】本発明は、混練する水
量が少なくてすみ、乾燥時間を短縮でき、かつ可使時間
の長い床束形成用石膏組成物を提供することを目的とす
る。SUMMARY OF THE INVENTION It is an object of the present invention to provide a plaster composition for forming a floor bundle which can be kneaded with a small amount of water, can be dried in a short time, and has a long pot life.
【0005】[0005]
【課題を解決するための手段】本発明は、α型半水石膏
とβ型半水石膏を特定の割合で併用した焼石膏に特定量
の発泡合成樹脂粒状物を組み合わせると上記課題を効率
よく解決できるとの知見に基づいてなされたものであ
る。すなわち、本発明は、α型半水石膏10〜40重量
%及びβ型半水石膏90〜60重量%からなる焼石膏1
00容量に対して発泡合成樹脂粒状物を20〜80容量
含有することを特徴とする床束形成用石膏組成物を提供
する。本発明では、α型半水石膏10〜40重量%(好
ましくは25〜35重量%)及びβ型半水石膏90〜6
0重量%(好ましくは75〜65重量%)からなる焼石
膏を使用する。ここで、α型半水石膏の量が40重量%
より多くなると混水量は低下し、乾燥強度は増加するも
のの、施工時に垂れ易くなり床に盛り付け難くなる。逆
に、α型半水石膏の量が10重量%よりも少なくなると
混水量が増加し、施工時に泥漿は垂れにくくなり床に盛
り付け易くなるが、目標とする乾燥強度の増加や乾燥時
間の短縮ができなくなる。The present invention efficiently solves the above problems by combining a specific amount of expanded synthetic resin granules with calcined gypsum in which α-type hemihydrate gypsum and β-type hemihydrate gypsum are used in a specific ratio. It is based on the knowledge that it can be solved. That is, the present invention relates to a calcined gypsum 1 comprising 10 to 40% by weight of α-type hemihydrate gypsum and 90 to 60% by weight of β-type hemihydrate gypsum.
Provided is a plaster composition for forming a floor bundle, which contains 20 to 80 volumes of expanded synthetic resin particles with respect to 00 volumes. In the present invention, α-type hemihydrate gypsum 10-40% by weight (preferably 25-35% by weight) and β-type hemihydrate gypsum 90-6
Calcined gypsum consisting of 0% by weight (preferably 75 to 65% by weight) is used. Here, the amount of α-type hemihydrate gypsum is 40% by weight.
When the amount is larger, the amount of mixed water is reduced and the dry strength is increased, but it tends to drip during construction and it is difficult to put on the floor. On the other hand, if the amount of α-type hemihydrate gypsum is less than 10% by weight, the amount of mixed water will increase and sludge will not easily drip during construction and it will be easier to put it on the floor, but the target increase in drying strength and shortening of drying time will be achieved. Can not be.
【0006】α型半水石膏及びβ型半水石膏は、石膏原
石、化学石膏、排煙脱流石膏などから容易に製造するこ
とができる。本発明では上記組成の焼石膏に対して、焼
石膏を100とした時に容量比で発泡合成樹脂粒状物を
20〜80容量%の比率で併用するのが好ましい。ここ
で、発泡合成樹脂粒状物としては、嵩比重が0.01〜0.
05であり、平均粒径が0.5〜3mm程度のものを使用す
るのが好ましい。重量換算では、上記焼石膏を100重
量部当たり発泡合成樹脂粒状物を0.2〜4.0重量%程度
とするのがよい。下こすりのときなどに、鏝端に該粒体
が引っ掛かり、下こすりの面に凹状の溝ができないよう
に、最大径が3mm未満が好ましい。The α-type hemihydrate gypsum and the β-type hemihydrate gypsum can be easily produced from gypsum rough stone, chemical gypsum, flue gas desulfurization gypsum and the like. In the present invention, it is preferable to use the foamed synthetic resin granules in a volume ratio of 20 to 80% by volume with respect to the calcined gypsum of the above composition when the calcined gypsum is 100. Here, the expanded synthetic resin granules have a bulk specific gravity of 0.01 to 0.
It is preferable that the average particle size is 05 and the average particle size is about 0.5 to 3 mm. In terms of weight, it is preferable that the foamed synthetic resin granules are about 0.2 to 4.0% by weight per 100 parts by weight of the calcined gypsum. The maximum diameter is preferably less than 3 mm so that the granules may be caught at the trowel end and a concave groove cannot be formed on the surface of the lower rub during rubbing.
【0007】本発明で用いる発泡合成樹脂粒状物として
は、発泡ポリスチレン系粒体、発泡ウレタン系粒体、発
泡ポリエチレン系粒体、発泡ポリプロピレン系粒体、そ
の他ユリア系、スチレン系、フェノ−ル系、塩化ビニル
系等の合成樹脂を発泡させたものを破砕して得られる粒
状物の一種又は二種以上の混合物があげられる。このよ
うに、吸水性が殆ど無いものが好ましい。本発明で用い
る発泡合成樹脂粒状物の形状は、任意とすることができ
るが、球形ではなく、いびつで角ばっていたほうがよ
い。球形だと床面への盛り付けや下こすりの時に転がる
ため作業上望ましくない。従って、発泡合成樹脂粒状物
としては粉砕品が好ましい。本発明において、発泡合成
樹脂粒状物の比率が上記規定値より多くなると、硬化体
の強度が低下するばかりでなく、作業性が悪くなる。反
対に、発泡合成樹脂粒状物の比率が上記規定値より少な
くなると、硬化体の強度は増加するが、施工時に垂れ易
くなるので盛り付けにくくなる。The expanded synthetic resin granules used in the present invention include expanded polystyrene type particles, expanded urethane type particles, expanded polyethylene type particles, expanded polypropylene type particles, other urea type, styrene type and phenol type particles. , And one or a mixture of two or more kinds of granular materials obtained by crushing foamed synthetic resin such as vinyl chloride. Thus, it is preferable that it has almost no water absorption. The shape of the expanded synthetic resin granules used in the present invention can be arbitrary, but it is better that the expanded synthetic resin granules are not spherical but are angularly distorted. A spherical shape is not desirable in terms of work because it rolls when it is rubbed on the floor or rubbed. Therefore, a crushed product is preferable as the expanded synthetic resin granular material. In the present invention, when the ratio of the expanded synthetic resin granules is more than the specified value, not only the strength of the cured product decreases but also the workability deteriorates. On the other hand, when the ratio of the expanded synthetic resin granules is less than the specified value, the strength of the cured product increases, but the cured product tends to sag during the construction, which makes it difficult to serve.
【0008】本発明の床束形成用石膏組成物は、上記焼
石膏と発泡合成樹脂粒状物とを必須成分とし、必要に応
じて種々の添加剤を併用することができる。具体的に
は、増粘剤(接着助長剤も兼ねる)、硬化調整剤、減水
分散剤、繊維状物、防黴剤及び防錆剤の一種又は二種以
上の混合物を併用することができる。このうち、増粘剤
や接着助長剤としては、メチルセルロ−ス(MC)、ポ
リビニルアルコ−ル、カルボキシメチルセルロ−ズ等が
あげられる。このような増粘剤や接着助長剤を使用する
と、泥漿に適度の粘性を付与でき、施工時にモルタル状
にしやすく床基材との接着を助長できる。増粘剤や接着
助長剤を使用する場合には、耐アルカリ性のMCを使用
するのが好ましい。添加量は、床束形成用石膏組成物全
体に対して0.1〜1.5重量%である。The plaster composition for forming a floor bundle of the present invention contains the above-mentioned calcined gypsum and expanded synthetic resin granules as essential components, and various additives can be used in combination as necessary. Specifically, one or a mixture of two or more of a thickener (also serving as an adhesion promoter), a curing modifier, a water-reducing dispersant, a fibrous material, a fungicide and a rust preventive can be used in combination. Among them, examples of thickeners and adhesion promoters include methyl cellulose (MC), polyvinyl alcohol, carboxymethyl cellulose and the like. When such a thickener or an adhesion promoter is used, a moderate viscosity can be imparted to the slurry and the mortar can be easily formed at the time of construction to promote the adhesion to the floor substrate. When using a thickener or an adhesion promoter, it is preferable to use alkali-resistant MC. The addition amount is 0.1 to 1.5% by weight with respect to the entire plaster composition for forming a floor bundle.
【0009】硬化調整剤としては、遅延効果のあるコラ
−ゲン、ケラチン等の動物性蛋白質、ペプトン、クエン
酸あるいはその塩類、尿素、アミノ酸、リン酸塩類等の
一種又は二種以上の混合物があげられる。使用量は任意
であるが、凝結時間に合せて添加量を調整するのがよ
い。減水分散剤としては、リグニンスルフォン酸塩、ア
ルキルアリールスルフォン酸塩(花王アトラス(株)の
マイティ−100)、メラミンホルマリン樹脂のスルフ
ォン酸塩(昭和電工(株)のメルメント)、アルキルア
リールホルマリン縮合物のスルフォン酸塩等の一種又は
二種以上の混合物があげられる。使用量は任意である
が、0.01〜0.3重量%程度とするのが好ましい。Examples of the curing modifier include animal proteins such as collagen and keratin which have a delaying effect, peptone, citric acid or salts thereof, urea, amino acids, phosphates and the like, or a mixture of two or more thereof. To be The amount used is arbitrary, but it is preferable to adjust the amount added according to the setting time. As the water reducing dispersant, lignin sulfonate, alkylaryl sulfonate (Mighty-100 of Kao Atlas Co., Ltd.), sulfonate of melamine formalin resin (Merument of Showa Denko KK), alkylaryl formalin condensate Examples thereof include one or a mixture of two or more of sulfonates and the like. The amount used is arbitrary, but it is preferably about 0.01 to 0.3% by weight.
【0010】繊維状物としては、セルロ−ス繊維、岩
綿、鉱滓綿、ガラス繊維、パルプ、ナイロン、ビニロ
ン、ポリエステル、ポリ塩化ビニル等の一種又は二種以
上の混合物があげられる。これらの繊維状物を使用する
と、硬化した石膏系組成物の強度を増加させることがで
き、混練した床束形成用石膏組成物の盛り付けが容易に
なる。繊維の長さは2〜10mmが好ましく、より好まし
くは4〜7mmである。使用量は任意であるが、0.03〜
1.0%が好ましく、より好ましくは0.05〜0.5重量%
である。防黴剤は黴類の発生を防ぐために使用するもの
であり、2 −( 4−チアゾリル)−ベンズイミダゾー
ル、メチル−2−ベンズイミダゾールカルバメート、メ
チル 1−ブチルカルバメート、ドデシルグアニジン塩
酸塩、プレベントールA、4−N−ラウリル−β−アラ
ニン、バイナジン、ノプコサイドN96、サイアベンダ
ゾール(TBZ)などがあげられる。しかしながら、本
発明で使用する防黴剤はこれらに限定されるものではな
く、殺菌性を有するものであれば種々のものを使用する
ことができる。使用量は任意であるが、0.05〜0.15
重量%とするのが好ましい。Examples of the fibrous material include cellulose fiber, rock wool, mineral wool, glass fiber, pulp, nylon, vinylon, polyester, polyvinyl chloride and the like, or a mixture of two or more thereof. When these fibrous materials are used, the strength of the hardened gypsum-based composition can be increased and the kneaded plaster composition for forming a floor bundle can be easily deposited. The length of the fiber is preferably 2 to 10 mm, more preferably 4 to 7 mm. The amount used is arbitrary, but from 0.03
1.0% is preferable, and more preferably 0.05 to 0.5% by weight.
Is. The mildew-proofing agent is used for preventing the generation of mildews, and includes 2- (4-thiazolyl) -benzimidazole, methyl-2-benzimidazole carbamate, methyl 1-butylcarbamate, dodecylguanidine hydrochloride, preventol A, 4-N-lauryl-β-alanine, binazine, nopcoside N96, siabendazole (TBZ) and the like can be mentioned. However, the antifungal agent used in the present invention is not limited to these, and various antifungal agents can be used as long as they have bactericidal properties. The amount used is optional, but it is from 0.05 to 0.15
It is preferably set to wt%.
【0011】防錆剤としては、亜硝酸カルシウム、亜硝
酸ナトリウム等の亜硝酸塩類または消石灰、水酸化マグ
ネシウム、水酸化カリウム、炭酸ナトリウム及び炭酸カ
ルシウム等のアルカリ金属または、アルカリ土類金属の
塩基性化合物(なかんずく水酸化物が好ましい)及びセ
メント等のアルカリ材等の一種又は二種以上の混合物が
あげられる。使用量は任意であるが、0.5〜1.5重量%
とするのが好ましい。本発明の床束形成用石膏組成物
は、使用に際して、組成物100重量部あたり水を30
〜50重量部添加して均一に混合した後、使用するのが
よい。As the rust preventive agent, basic substances such as nitrites such as calcium nitrite and sodium nitrite or slaked lime, alkali metals such as magnesium hydroxide, potassium hydroxide, sodium carbonate and calcium carbonate or alkaline earth metals are used. One or a mixture of two or more kinds of compounds (among others, preferably hydroxide) and alkali materials such as cement can be mentioned. The amount used is arbitrary, but 0.5-1.5% by weight
Is preferred. The floor plaster forming gypsum composition of the present invention, when used, contains 30 parts of water per 100 parts by weight of the composition.
It is preferable to use it after adding about 50 parts by weight and mixing uniformly.
【0012】[0012]
【発明の効果】本発明によれば、混練する水量が少なく
てすみ、乾燥時間約10〜25日間といった短い時間と
することができ、かつ可使時間を約120〜180分と
いった長い時間にすることができる床束形成用石膏組成
物を提供できる。次に実施例により本発明を説明する。According to the present invention, the amount of water to be kneaded is small, the drying time can be as short as about 10 to 25 days, and the pot life is long as about 120 to 180 minutes. It is possible to provide a plaster composition for forming a floor bundle. Next, the present invention will be described with reference to examples.
【0013】[0013]
実施例1 α型半水石膏/β型半水石膏が3:7(重量比)である
焼石膏100重量部に対して、ペプトン0.2重量部及び
ポリピニルアルコール(PVA)1重量部及び発泡スチ
ロ−ル粒状物1重量部(焼石膏100容量部に対して5
0容量部)を混合して本発明の床束形成用石膏組成物を
調製した。なお、ここで、発泡スチロ−ル粒状物として
は、発泡スチロ−ルを粉砕して得た平均粒径1mmで嵩比
重が0.02のものを使用した。 比較例1 β型半水石膏100重量部に対して、ペプトン0.2重量
部及びPVA 1重量部及び膨張バ−ミキュライト5重
量部を混合して比較用の床束形成用石膏組成物を調製し
た。上記床束形成用石膏組成物を用いて次の試験を行っ
た。Example 1 0.2 part by weight of peptone and 1 part by weight of polypinyl alcohol (PVA) per 100 parts by weight of calcined gypsum in which the ratio of α-type hemihydrate gypsum / β-type hemihydrate gypsum is 3: 7 (weight ratio). And 1 part by weight of styrofoam granules (5 parts per 100 parts by volume of calcined gypsum)
0 part by volume) was mixed to prepare a plaster composition for forming a floor bundle of the present invention. As the expanded styrene particles, those having an average particle size of 1 mm and a bulk specific gravity of 0.02 obtained by crushing expanded polystyrene were used. Comparative Example 1 100 parts by weight of β-type hemihydrate gypsum were mixed with 0.2 part by weight of peptone, 1 part by weight of PVA and 5 parts by weight of expanded vermiculite to prepare a plaster composition for forming a floor bundle for comparison. did. The following tests were conducted using the above-mentioned plaster composition for forming a floor bundle.
【0014】標準混水量 まず、上記組成物900gと水とを JIS R 5201 (セメ
ントの物理試験方法)に従ってモルタルミキサーで混練
した(混練条件: 62 rpm 、加水後 1分30秒撹拌)。上
記泥漿をJIS R 5201に定めるセメントペースト容器に満
たし、JIS A 6904(セッコウプラスター)の標準軟度測
定用軟度棒で、6 ± 1 mmの針入深さになったときの使
用水量より、次式により算出して標準混水量とした。 標準混水量(%)=100 ×〔使用水量(g )/試料採取
量(900g)〕 Standard amount of water mixed First, 900 g of the above composition and water were kneaded in a mortar mixer according to JIS R 5201 (physical test method for cement) (kneading conditions: 62 rpm, stirring for 1 minute 30 seconds after water addition). Fill the cement paste container specified in JIS R 5201 with the above slurry, and use the JIS A 6904 (Gypsum plaster) standard softness measuring softness bar to measure the amount of water used when the needle penetration depth of 6 ± 1 mm is reached. It was calculated by the following formula and used as the standard water mixture. Standard water mixture (%) = 100 x [Water consumption (g) / Sampling amount (900g)]
【0015】可視時間 上記組成物900gと標準混水量の水とを JIS R 5201
(セメントの物理試験方法)に従ってモルタルミキサー
で混練し(混練条件: 62 rpm 、加水後 1分30秒撹
拌)、得られた泥漿を密閉容器に詰め、所定時間放置
後、軟度変化を測定して可使時間を測定した。使用した
使用軟度測定器は、JIS A 6904による軟度測定器(150g)
の標準軟度棒(19g) をセメント用標準軟度棒(35g) に変
更し、総重量166gとしたものあり、泥漿作成後より 10
分間隔で泥漿表面から軟度棒を下し、針入深さが 30 mm
に達する迄の経過時間を可使時間とした。曲げ強度 試験体を 4×4 ×16cmの大きさの強度型を用いて作成
し、かつ測定スパンは 10 cmとし、他はJIS A 6904に準
じ、下記の計算式により求めた6個の値の最大値、最小
値を除いた残り4個のデータを平均して求めた。 曲げ強さ(kgf/cm2) =曲げ破壊荷重(kgf) ×0.234 Visible time 900 g of the above composition and a standard amount of water are mixed with JIS R 5201.
Kneading with a mortar mixer according to (Physical test method for cement) (kneading conditions: 62 rpm, stirring for 1 minute and 30 seconds after water addition), the obtained sludge was packed in a closed container, and allowed to stand for a predetermined time, and the change in softness was measured. And the pot life was measured. The softness measuring instrument used is a softness measuring instrument (150 g) according to JIS A 6904.
The standard softness rod (19 g) of was changed to the standard softness rod for cement (35 g), and the total weight was 166 g.
Drop the softness bar from the surface of the sludge at minute intervals, and the penetration depth is 30 mm.
The working time was defined as the elapsed time until reaching. A bending strength test piece was prepared using a strength die with a size of 4 × 4 × 16 cm, and the measurement span was set to 10 cm. Others were in accordance with JIS A 6904 It was determined by averaging the remaining 4 data excluding the maximum and minimum values. Bending strength (kgf / cm2) = bending breaking load (kgf) x 0.234
【0016】圧縮強度 試験体を 4×4 ×4 cmの大きさの強度型を用いて作成
し、硬化(終結)後、40℃で乾燥し、圧縮測定機を用い
て測定し、圧縮破壊強度を求め6個の値の最大値、最小
値を除いた残り4個のデータを平均して求めた。 圧縮強度(kgf/cm2) = 圧縮破壊荷重(kgf)/16cm2 接着強度 乾燥した舗装用コンクリ-ト平板(JIS A 5304)上に、上記混練
方法で得た泥漿を下こすりし、次いで硬化前に、盛り付
けして塗厚約 10 mmになるように、鏝又は定規等で軽く
表面を均し平滑にした。24時間室内養生し、 硬化確認
後、 40±2℃で恒量になるまで乾燥した。乾燥放冷後、
電動カッタ−で舗装板に当たるまで泥漿の硬化乾燥体を
40×40 mm にカットした。該乾燥硬化体の表面を清掃
し、エポキシ系接着剤にてアタッチメント(40 ×40 mm)
を貼り付けた。2時間ほど放置し、接着剤の硬化確認後、
建研式簡易引張試験機にて引張荷重を測定し、次式に
より接着強度を算出した。A compressive strength test piece was prepared by using a strength die having a size of 4 × 4 × 4 cm, cured (terminated), dried at 40 ° C., measured with a compression measuring machine, and measured with respect to compression fracture strength. Was calculated, and the remaining 4 data excluding the maximum and minimum of the 6 values were averaged. Compressive strength (kgf / cm 2 ) = Compressive breaking load (kgf) / 16cm 2 Adhesive strength Rubbing the sludge obtained by the above kneading method onto a dry concrete paving concrete plate (JIS A 5304), and then hardening Previously, the surface was lightly smoothed and smoothed with a trowel or a ruler so that the coating thickness was about 10 mm. After curing for 24 hours in the room and confirming the curing, it was dried at 40 ± 2 ° C until a constant weight was obtained. After allowing to dry and cool
Use an electric cutter to remove the hardened and dried sludge until it hits the pavement board.
Cut to 40 x 40 mm. Clean the surface of the dried and hardened material and attach with an epoxy adhesive (40 x 40 mm)
Pasted. Leave it for about 2 hours, and after confirming that the adhesive has cured,
Tensile load was measured with a Kenken type simple tensile tester, and the adhesive strength was calculated by the following formula.
【0017】接着強度(kgf/cm2) = 引張荷重実測
値(kgf)/16 (cm2) 6個の測定値のうち、最大値と最小値を除いた残りの4
個のデ−タを平均して求めた。乾燥日数 硬化体を室内放置し、恒量になるまでの日数を求めた。
上記試験により得られた結果をまとめて表−1に示す。Adhesive strength (kgf / cm 2 ) = measured value of tensile load (kgf) / 16 (cm 2 ) Of the 6 measured values, the remaining 4 excluding the maximum and minimum values
The data was calculated by averaging the data. Drying days The cured product was left indoors and the number of days until a constant weight was obtained was determined.
The results obtained by the above tests are summarized in Table 1.
【0018】[0018]
【表1】 表−1 比較品 本発明品 混水量 % 41 31 可使時間 分 100 150 曲げ強度 kgf/cm2 41.8 50.6 圧縮強度 kgf/cm2 79.3 111.2 接着強度 kgf/cm2 11.5 18.6 乾燥時間 日 30 20 [Table 1] Table-1 Comparative product Inventive product Water content% 41 31 Pot life 100 150 Bending strength kgf / cm2 41.8 50.6 Compressive strength kgf / cm2 79.3 111.2 Adhesive strength kgf / cm2 11.5 18.6 Drying time Day 30 20
【0019】いずれの特性においても本発明品は、比較
品を上回り、特に可使時間が長く、かつ乾燥日数を短く
できる点で優れている。In all of the characteristics, the product of the present invention is superior to the comparative product in that it has a particularly long pot life and a short drying time.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 111:60 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display area C04B 111: 60
Claims (1)
半水石膏90〜60重量%からなる焼石膏100容量に
対して発泡合成樹脂粒状物を20〜80容量含有するこ
とを特徴とする床束形成用石膏組成物。1. A foamed synthetic resin granule is contained in an amount of 20 to 80 volumes with respect to 100 volumes of calcined gypsum consisting of 10 to 40% by weight of α-type hemihydrate gypsum and 90 to 60% by weight of β-type hemihydrate gypsum. A plaster composition for forming a floor bundle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2377795A JP3590428B2 (en) | 1995-02-13 | 1995-02-13 | Gypsum composition for forming floor bundles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2377795A JP3590428B2 (en) | 1995-02-13 | 1995-02-13 | Gypsum composition for forming floor bundles |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08217521A true JPH08217521A (en) | 1996-08-27 |
| JP3590428B2 JP3590428B2 (en) | 2004-11-17 |
Family
ID=12119774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2377795A Expired - Lifetime JP3590428B2 (en) | 1995-02-13 | 1995-02-13 | Gypsum composition for forming floor bundles |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3590428B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004513868A (en) * | 2000-11-21 | 2004-05-13 | ユナイテッド・ステイツ・ジプサム・カンパニー | Structural covering panel |
| JP2013512848A (en) * | 2009-12-04 | 2013-04-18 | ビーピービー・リミテッド | Lightweight gypsum product with high water resistance |
-
1995
- 1995-02-13 JP JP2377795A patent/JP3590428B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004513868A (en) * | 2000-11-21 | 2004-05-13 | ユナイテッド・ステイツ・ジプサム・カンパニー | Structural covering panel |
| JP2013512848A (en) * | 2009-12-04 | 2013-04-18 | ビーピービー・リミテッド | Lightweight gypsum product with high water resistance |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3590428B2 (en) | 2004-11-17 |
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