JPH06321609A - Production of moisture adjusting building material - Google Patents

Production of moisture adjusting building material

Info

Publication number
JPH06321609A
JPH06321609A JP13928393A JP13928393A JPH06321609A JP H06321609 A JPH06321609 A JP H06321609A JP 13928393 A JP13928393 A JP 13928393A JP 13928393 A JP13928393 A JP 13928393A JP H06321609 A JPH06321609 A JP H06321609A
Authority
JP
Japan
Prior art keywords
zeolite
building material
lime
weight
parts
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
JP13928393A
Other languages
Japanese (ja)
Other versions
JP2727287B2 (en
Inventor
Yoshio Kasai
芳夫 笠井
Jiro Hayashi
治郎 林
Hiroshi Kasai
浩 笠井
Koki Wami
廣喜 和美
Akio Sakae
昭夫 寒河江
Noriyoshi Maruyama
則義 丸山
Yoshinobu Arai
良延 荒井
Yoshie Hirai
祥絵 平井
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP5139283A priority Critical patent/JP2727287B2/en
Publication of JPH06321609A publication Critical patent/JPH06321609A/en
Application granted granted Critical
Publication of JP2727287B2 publication Critical patent/JP2727287B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To restrain a variation of humidity in a space with a building material composing the space. CONSTITUTION:A mixture consisting of fine powder zeolite having <=30mum in the particle size, lime and water, is molded into a desired shape and the molding is kept at 130-180 deg.C in an autoclave to make the zeolite and the lime to cause a hydrothermal reaction, thus the building material is produced. The zeolite quantity compounded in the mixture is adjusted to as to persist unreacted zeolite not consumed by the hydrothermal reaction in the product building material.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は,室内および建築空間を
自然に調湿することができる調湿用建材の製法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a humidity control building material capable of naturally controlling the humidity in a room and a building space.

【0002】[0002]

【従来の技術】従来より,我が国の建築物は天然の木材
や土壁,紙等の自然に調湿機能をもつ材料を総合的に使
用することが行われてきた。このため,室内の湿度の調
整機能や結露の防止機能が備わっていた。
2. Description of the Related Art Conventionally, construction materials in Japan have been made by comprehensively using materials having a natural humidity control function such as natural wood, earth walls, and paper. For this reason, it was equipped with an indoor humidity adjustment function and a condensation prevention function.

【0003】しかし近年の鉄筋コンクリート造建築物な
どは,調湿機能や結露の防止機能が十分ではなく,それ
を補う内装材においても気密性の高い新建材や塗膜材等
の発達により,湿気に対する様々な障害が生じている。
However, in recent years, reinforced concrete buildings and the like do not have sufficient humidity control function and dew condensation prevention function, and as a supplementary interior material, the development of new airtight building materials and coating materials, etc. Various obstacles have occurred.

【0004】このようなことから,材質そのものに調湿
機能をもつ建材の研究がなされており,その一つにゼオ
ライトの水分の吸脱着性を利用したものがある。例えば
ゼオライトを利用した調湿建材として,1987年,6
月15日発行の鹿島建設技術研究所年報(寒河江・和
美),特開平3-93662 号公報および特開平3-109244号公
報に提案されたものがある。
Under these circumstances, research has been conducted on building materials having a humidity control function in the material itself, and one of them is one utilizing the water adsorption / desorption property of zeolite. For example, as a humidity control building material using zeolite, 1987, 6
Kashima Construction Technology Research Institute Annual Report (Sagae and Kazumi), published on March 15, published in JP-A-3-93662 and JP-A-3-109244.

【0005】[0005]

【発明が解決しようとする課題】従来のゼオライトを利
用した調湿建材は,セメントを用いて粒状ゼオライトを
固めたものである (場合によっては,補強材として繊維
を用いる)から,重量が重くなって取扱性が悪いうえ,
現場における加工作業が容易でなかった。
Since conventional humidity control building materials using zeolite are those in which granular zeolite is hardened using cement (in some cases, fibers are used as a reinforcing material), the weight becomes heavy. Is not easy to handle and
Processing work on site was not easy.

【0006】また粒状ゼオライトの周囲をセメントペー
ストが覆ってしまうことからゼオライト本来の吸放湿能
力が十分に発揮できなかった。加えて,セメント結合材
を用いることによるアルカリ分の飛散の問題もある。
Further, since the cement paste covers the periphery of the granular zeolite, the moisture absorbing / releasing ability inherent to the zeolite cannot be sufficiently exhibited. In addition, there is also the problem of alkali content scattering due to the use of cement binders.

【0007】本発明は,このような問題の解決を目的と
したものである。
The present invention is intended to solve such a problem.

【0008】[0008]

【課題を解決するための手段】本発明は,粒径が30μ
m 以下の微粉状ゼオライト,石灰および水からなる混練
物を所望形状に成形し,この成形品をオートクレーブ内
で130〜180℃の温度に保持してゼオライトと石灰
を水熱反応させる建材の製法であって,該水熱反応に消
費されない未反応ゼオライトが建材中に残存するように
混練物中のゼオライト配合量を調節することを特徴とす
る調湿用建材の製法を提供する。
The present invention has a particle size of 30 μm.
A method for producing a building material in which a kneaded material composed of finely divided zeolite of less than m, lime and water is molded into a desired shape, and the molded product is hydrothermally reacted with zeolite and lime by maintaining the temperature at 130 to 180 ° C in an autoclave. There is provided a method for producing a building material for humidity control, characterized in that the blending amount of zeolite in a kneaded product is adjusted so that unreacted zeolite that is not consumed by the hydrothermal reaction remains in the building material.

【0009】ここで,微粉状ゼオライトの配合量は,石
灰(CaO)に対するゼオライト (ゼオライト中のSiO2) の
モル比(CaO/SiO2)が 0.7〜0.9 の範囲となるように調節
するのがよく,この混練物中には,石灰と微粉状ゼオラ
イト100重量部に対して,30重量部以下の水硬性硬
化材,5重量部以下の繊維および/または75重量部以
下の粒状ゼオライト(粒径:0.1〜10mm)が適宜配合さ
れ得る。
Here, the blending amount of finely divided zeolite is adjusted so that the molar ratio (CaO / SiO 2 ) of zeolite (SiO 2 in zeolite) to lime (CaO) is in the range of 0.7 to 0.9. Well, in this kneaded product, 30 parts by weight or less of a hydraulic setting material, 5 parts by weight or less of fibers and / or 75 parts by weight or less of granular zeolite (particle size: 100 parts by weight of lime and finely divided zeolite) : 0.1 to 10 mm) can be appropriately blended.

【0010】[0010]

【作用】ゼオライト粉末と石灰は水硬性がないのでこれ
らを水で混練したとしても硬化しない。だが,粒径が3
0μm 以下の微粉状ゼオライトと石灰を水の存在下で1
30℃以上のオートクレーブ処理を行えば水熱反応によ
って硬化することがわかった。
[Function] Since zeolite powder and lime have no hydraulic property, they do not harden even when they are kneaded with water. However, the particle size is 3
Finely divided zeolite of 0 μm or less and lime in the presence of water 1
It was found that the autoclave treatment at 30 ° C. or higher cures by hydrothermal reaction.

【0011】すなわち,粒径が30μm 以下の微粉状ゼ
オライト,石灰および水からなる混練物を所望形状に成
形し,この成形品をオートクレーブ内で130℃以上の
温度に保持すれば,ゼオライトと石灰が水熱反応によっ
て硬化し,形状が安定した成形体が得られる。
That is, if a kneaded material composed of finely divided zeolite having a particle size of 30 μm or less, lime and water is molded into a desired shape and the molded product is kept at a temperature of 130 ° C. or higher in an autoclave, the zeolite and lime are separated. It is cured by hydrothermal reaction and a molded product with stable shape is obtained.

【0012】この水熱反応は,ゼオライトが微粉であれ
ばある程,良好に進行する。このためには粒径が30μ
m 以下にまで微粉砕したゼオライトを用いるのがよい。
石灰の微粉を該ゼオライトと共に必要量の水で混練し,
この混練物を型枠等を用いて所望形状の成形品とし,型
枠と共にまたは型枠から外してオートクレーブ内に装入
し,水熱反応を行わせる。
This hydrothermal reaction proceeds better as the zeolite is finer. For this, the particle size is 30μ
It is preferable to use zeolite finely pulverized to m or less.
Kneading fine powder of lime together with the zeolite in the required amount of water,
This kneaded product is molded into a desired shape using a mold or the like, and is charged with or without the mold into an autoclave to cause a hydrothermal reaction.

【0013】オートクレーブ内の温度が180℃を超え
ると10気圧を超える高圧になり,オートクレーブ装置
の設計上の負荷が大きくなると共に,硬化体の強度も低
下する傾向があり,180℃以下の温度でも十分に水熱
反応が進行するので,上限温度としては180℃でよ
い。しかし,この水熱反応を進行させるにはオートクレ
ーブ内温度は少なくとも130℃以上が必要である。好
ましいオートクレーブ内温度範囲は150℃〜160℃
である。この水熱反応を行わせる条件は,通常のコンク
リート製品(例えばALC)のオートクレーブ養生装置
の稼動条件範囲内である。このため,本発明の建材の製
造にあたってはコンクリート製品用のオートクレーブ養
生装置をそのまま使用することができる。
When the temperature in the autoclave exceeds 180 ° C., the pressure becomes higher than 10 atm, the load on the design of the autoclave device increases, and the strength of the cured body tends to decrease. Since the hydrothermal reaction proceeds sufficiently, the upper limit temperature may be 180 ° C. However, the temperature inside the autoclave must be at least 130 ° C. or higher in order to proceed with this hydrothermal reaction. The preferable temperature range in the autoclave is 150 ° C to 160 ° C.
Is. The conditions for causing this hydrothermal reaction are within the operating condition range of an autoclave curing device for ordinary concrete products (for example, ALC). Therefore, in manufacturing the building material of the present invention, the autoclave curing device for concrete products can be used as it is.

【0014】使用するゼオライトは,粒径が30μm を
超えるような粒状のものでは石灰との反応性が悪くて安
定した成形体が得られない。このため,30μm 以下に
微粉砕したゼオライトを使用する必要がある。この微粉
状ゼオライトの全てが石灰との水熱反応に消費される
と,ゼオライト本来が有する水分の吸脱着性が失われ,
本発明で意図する湿分調整機能をもつ建材とはならな
い。したがって,混和した微粉状ゼオライトのうち一部
は未反応のまま硬化体中に残存するように配合量を調節
しておくのがよい。
If the zeolite used is in the form of particles having a particle size of more than 30 μm, the reactivity with lime is poor and a stable compact cannot be obtained. Therefore, it is necessary to use finely pulverized zeolite having a size of 30 μm or less. When all of this finely divided zeolite is consumed in the hydrothermal reaction with lime, the water adsorption and desorption properties inherent to the zeolite are lost,
It does not serve as a building material having the moisture adjusting function intended by the present invention. Therefore, it is advisable to adjust the blending amount so that a part of the finely divided zeolite that has been mixed remains unreacted in the cured product.

【0015】他方,ゼオライトと石灰の水熱反応物を成
形品として利用するという点から見れば,ゼオライトと
石灰を硬化材とし,他の物質を成形品中に混和して本建
材の有用性を一層高めることができる。代表的な物質と
しては,粒状ゼオライト,水硬性硬化材,および繊維が
ある。
On the other hand, from the viewpoint that the hydrothermal reaction product of zeolite and lime is used as a molded article, zeolite and lime are used as hardening agents, and other substances are mixed in the molded article to improve the usefulness of the present building material. It can be further enhanced. Typical materials include granular zeolite, hydraulic setting materials, and fibers.

【0016】粒状ゼオライトは前記のように水熱反応に
対する反応性が悪いので,水分の吸脱着性を保持したま
ま硬化体中に残存し,このために,粒状ゼオライトを適
量配合すれば製品建材の調湿機能を一層高めることがで
きる。使用する粒状ゼオライトとしては粒径が0.1 〜10
mm, 好ましくは0.25〜3mmのものがよい。また配合量と
しては微粉状ゼオライトと石灰の合計100重量部に対
して0〜75重量部の範囲が好ましく,75重量部を超
えると硬化体の強度低下が免れない。
Since the granular zeolite has poor reactivity to hydrothermal reaction as described above, it remains in the hardened body while retaining the water adsorption / desorption property. Therefore, if an appropriate amount of the granular zeolite is blended, it will become a product building material. The humidity control function can be further enhanced. The particle size of the granular zeolite used is 0.1-10.
mm, preferably 0.25 to 3 mm. Further, the blending amount is preferably in the range of 0 to 75 parts by weight with respect to the total 100 parts by weight of finely powdered zeolite and lime.

【0017】繊維を成形品中に混和すると製品建材の調
湿機能を損なうことなく強度を上昇させる作用を供する
と共に,マトリックスを多孔質にする作用も供する。こ
のため,微粉状ゼオライトおよび粒状ゼオライトの配合
量を増量しても繊維補強作用によって十分な製品強度を
維持することができる。また硬化体中に存在するゼオラ
イトも雰囲気空気と連通しやすくなり,ゼオライトが本
来有する吸放湿機能が向上する。
When the fibers are mixed in the molded product, they serve not only to impair the humidity control function of the product building material but also to increase the strength and also to make the matrix porous. Therefore, even if the amounts of the finely divided zeolite and the granular zeolite are increased, the fiber reinforcing action can maintain sufficient product strength. Further, the zeolite existing in the hardened body can be easily communicated with the atmospheric air, and the moisture absorption / release function originally possessed by the zeolite is improved.

【0018】繊維としては例えばビニロン繊維(PVA
繊維), ポリプロピレン繊維, 植物繊維,カーボン繊維
等の短繊維(フイラメント)を用いるのがよい。繊維の
配合量としては,微粉状ゼオライトと石灰の混合物10
0重量部に対して0.7〜5重量部の範囲であればよい。
0.7 重量部未満では強度向上効果が小さく, 他方,5重
量部を超えて配合してもそれ程強度向上効果は期待でき
ない。なお,植物繊維はそれ自体が調湿効果を有するの
で有効な補強材である。
As the fiber, for example, vinylon fiber (PVA
Fibers, polypropylene fibers, plant fibers, carbon fibers and other short fibers (filaments) should be used. The amount of fibers to be mixed is a mixture of finely divided zeolite and lime 10
It may be in the range of 0.7 to 5 parts by weight with respect to 0 parts by weight.
If the amount is less than 0.7 part by weight, the effect of improving the strength is small. On the other hand, if the amount is more than 5 parts by weight, the effect of improving the strength cannot be expected so much. Since plant fiber itself has a humidity control effect, it is an effective reinforcing material.

【0019】さらに,混練物中に適量の水硬性硬化材例
えば普通ポルトランドセメント, 白色セメント,高炉セ
メント,高炉スラグ微粉末セメント,セッコウ等を配合
すると,混練物を型枠内に打設して所望形状の成形品に
する場合に,型枠から脱型してオートクレーブ処理に供
することができるようになる。水硬性硬化材を配合しな
い場合には,混練物を型枠に打設しても,それだけでは
硬化しないので,型枠から外すと形状が崩れてしまう。
このため,型枠に打設したままでオートクレーブ処理に
供することになるが,水硬性硬化材を適量配合しておけ
ば形状保持の成形品が得られるので,型枠から外してオ
ートクレーブ処理に供することができる。水硬性硬化材
の配合量としては,微粉状ゼオライトと石灰の混合物1
00重量部に対して0〜30重量部の範囲であればよ
い。30重量部を超えて配合すると強度はそれほど増加
せずに逆にかさ比重が大きくなって建材としての性能を
妨げるようになる。
Furthermore, when an appropriate amount of hydraulic setting material such as ordinary Portland cement, white cement, blast furnace cement, blast furnace slag fine powder cement, gypsum, etc. is mixed in the kneaded product, the kneaded product is cast into a mold and desired. When making shaped articles, it becomes possible to remove them from the mold and subject them to autoclave processing. When the hydraulic hardening material is not mixed, even if the kneaded product is cast in the mold, it will not cure by itself, and the shape will collapse when removed from the mold.
For this reason, it will be subjected to autoclave treatment as it is placed in the mold, but if an appropriate amount of hydraulic hardening material is mixed, a molded product with shape retention can be obtained, so it is removed from the mold and subjected to autoclave treatment. be able to. The mixing amount of the hydraulic setting material is a mixture of fine powder zeolite and lime 1
It may be in the range of 0 to 30 parts by weight with respect to 00 parts by weight. If the amount is more than 30 parts by weight, the strength does not increase so much, but the bulk specific gravity increases, and the performance as a building material is hindered.

【0020】このように,混練物中に他の物質例えば粒
状ゼオライト,繊維,水硬性硬化材等を配合するか否か
を問わず, 微粉状ゼオライトの配合量は,石灰(CaO)に
対するゼオライト (ゼオライト中のSiO2) のモル比(CaO
/SiO2)が 0.7〜0.9 の範囲となるように調節するのがよ
い。ゼオライトの種類にもよるが,重量部で言えば,石
灰100重量部に対して微粉状ゼオライトほぼ100〜
300重量部,好ましくはほぼ130〜200重量部の
配合割合とすればよい。この量比の微粉状ゼオライトと
石灰との混合によって水熱反応が有利に進行して強度も
十分なものとなり,また製品建材中に未反応の微分状ゼ
オライトが残存するようにもなる。
Thus, regardless of whether or not other substances such as granular zeolite, fibers, and hydraulic hardening material are mixed in the kneaded material, the amount of the finely divided zeolite is the amount of the zeolite (CaO) relative to lime (CaO). The molar ratio of SiO 2 in zeolite (CaO
It is advisable to adjust / SiO 2 ) to be in the range of 0.7 to 0.9. Depending on the type of zeolite, in terms of parts by weight, 100 parts by weight of lime will give approximately 100 to 100 parts of finely divided zeolite.
The mixing ratio may be 300 parts by weight, preferably about 130 to 200 parts by weight. By mixing fine powdery zeolite and lime in this amount ratio, the hydrothermal reaction proceeds favorably and the strength becomes sufficient, and unreacted differential zeolite also remains in the product building material.

【0021】微粉状ゼオライト(場合によってはさらに
粒状ゼオライト)の使用にあたっては,予め活性化した
ものを使用するのがよく,これは,500℃以上の温度
に假焼したものであればよい。
When using the finely powdered zeolite (further, in some cases, granular zeolite), it is preferable to use one that has been activated in advance, as long as it is calcined at a temperature of 500 ° C. or higher.

【0022】混練に際しては,繊維を混合する場合には
水で濡らした繊維を添加して混練するのがよい。この場
合の混練は三次元方向に振動するラバーボールミキサー
を用いて行うのがよい。水の添加量は均一混練の成形品
が得られるような量であればよく,特に限定されるもの
ではないが,微粉状ゼオライトと石灰の合計量100重
量部に対してほぼ50〜150重量部とすればよい。
In kneading, when fibers are mixed, it is preferable to add the fibers moistened with water and knead. In this case, kneading is preferably performed using a rubber ball mixer that vibrates in three dimensions. The amount of water added is not particularly limited as long as a uniformly kneaded molded product can be obtained, but it is approximately 50 to 150 parts by weight per 100 parts by weight of the total amount of finely divided zeolite and lime. And it is sufficient.

【0023】得られた混練物は所望の形状に成形される
が,最も代表的には内装材としてのパネル形状に成形す
る。そのさい,場合によってはプレス成形を行うことが
できる。特に繊維を配合した場合には,圧縮成形或いは
圧縮搾水成形する。そのさいの加圧力は5〜200kg/c
m2の範囲とすればよい。
The kneaded product thus obtained is formed into a desired shape, but most typically, it is formed into a panel shape as an interior material. In that case, press molding can be performed depending on the case. In particular, when fibers are mixed, compression molding or compression squeeze molding is performed. The pressing force at that time is 5 to 200 kg / c
The range is m 2 .

【0024】加圧成形によって,成形品の表面が多孔質
とはならず,また粒状ゼオライトを潰すおそれがある場
合には,型の底面および/または上面に軟質な樹脂シー
トを設置してプレス成形すればよい。使用できる樹脂シ
ートとしては,ウレタン, シリコン, 合成ゴム等のシー
ト材が適切である。これによって,ゼオライト粒子を潰
すことなく,また成形体表面の凹凸を残し,調湿機能に
重要な比表面積を確保することができる。
When the surface of the molded product does not become porous due to the pressure molding and the granular zeolite is likely to be crushed, a soft resin sheet is placed on the bottom surface and / or the top surface of the mold and press molding is performed. do it. Suitable resin sheets are urethane, silicone, synthetic rubber, and other sheet materials. As a result, the specific surface area important for the humidity control function can be secured without crushing the zeolite particles and leaving the irregularities on the surface of the molded body.

【0025】このようにして本発明によると,ゼオライ
トが有する水分吸脱着性はもとより耐火性,断熱性,イ
オン交換作用,安全性等の特性がそのまま生かされた,
十分な強度をもつ硬化体としての調湿用建材が得られ
る。
As described above, according to the present invention, not only the water adsorption / desorption properties of zeolite but also the properties such as fire resistance, heat insulation, ion exchange action, and safety are utilized as they are.
A humidity control building material as a cured product having sufficient strength can be obtained.

【0026】すなわち,ゼオライトは空気中の水分を吸
着する性質と,吸着した水分が容易に脱着する性質を有
する。この吸放湿性質により雰囲気空気の相対湿度が上
昇した場合に吸湿し,低下した場合には放湿する作用を
供することになる。したがって,本発明の建材を用いる
と,室内の相対湿度の変動を抑制し安定化することがで
きる。
That is, zeolite has a property of adsorbing moisture in the air and a property of easily desorbing the adsorbed moisture. Due to this moisture absorption / desorption property, when the relative humidity of the ambient air rises, it absorbs moisture, and when it decreases, it releases moisture. Therefore, by using the building material of the present invention, it is possible to suppress and stabilize fluctuations in the relative humidity in the room.

【0027】また,材料の表面温度が空気の露点以下と
なって結露が発生する条件下でも,ゼオライトのその高
い吸水性によって水滴化が防止され,結露の発生を防止
する作用を果たす。すなわち一般のコンクリート製品が
結露を発生する条件下でも,同じ環境で本発明の材料は
結露が発生しない。
Further, even under the condition that the surface temperature of the material is below the dew point of air and dew condensation occurs, the high water absorption of the zeolite prevents water droplets from forming, thereby preventing dew condensation. That is, even under the condition that general concrete products generate dew condensation, the material of the present invention does not cause dew condensation in the same environment.

【0028】さらに,本発明材料中のゼオライトは空気
中に飛散したアルカリ分を伴った水分を吸着することに
より,またゼオライトのイオン交換作用により,アルカ
リ環境を抑制する作用がある。このため,建造物のコン
クリートからのアルカリ分飛散についても,本発明材料
を使った空間ではアルカリ抑制作用が働く。
Further, the zeolite in the material of the present invention has an action of suppressing the alkaline environment by adsorbing moisture accompanied by the alkali content scattered in the air and by the ion exchange action of the zeolite. Therefore, even if the alkali is scattered from the concrete of the building, the alkali suppressing action works in the space where the material of the present invention is used.

【0029】本発明に従う建材は, かさ比重が0.7〜
1.0と小さくまた曲げ強度が10〜60kg/cm2の物性を有す
る。したがって軽量で取扱い易い。また加工も容易であ
る。
The building material according to the present invention has a bulk specific gravity of 0.7 to
It is as small as 1.0 and has a bending strength of 10-60 kg / cm 2 . Therefore, it is lightweight and easy to handle. It is also easy to process.

【0030】[0030]

【実施例】【Example】

(1) 水熱反応試験 〔使用材料〕 石灰:硬焼き石灰粉 ゼオライト:仙台産ゼオライト(クリノブ・チロライ
ト) 二ツ井産ゼオライト(モルデナイト) 繊維:植物繊維(改良上白毛・麻すさ) 化学繊維(レーヨン・7d×10mm) セメント: (普通ポルトランドセメント)
(1) Hydrothermal reaction test [Materials used] Lime: Hard-baked lime powder Zeolite: Zeolites from Sendai (Kurinobu / Tirolite) Zeolites from Futatsui (Mordenite) Fibers: Plant fibers (improved white hair / maasusa) Chemical fibers (rayon)・ 7d × 10mm) Cement: (Ordinary Portland cement)

【0031】〔配合〕ゼオライトをSiO2, 石灰をCaOと
してCaO/SiO2のモル比を 0.5〜1.1 の範囲で変化させた
各種の配合を行い, (ゼオライト+石灰)/水の比が8
0%となるように水を加えてミキサーで混練した。ゼオ
ライトはいずれも粒径が30μm 以下の微粉に粉砕した
ものを使用した。繊維を配合するときは予め繊維を混ぜ
た水を用いて混練した。セメントを添加するときは石灰
の重量に対して10〜30%の範囲で変化させた。
[Blending] Various blends were carried out in which the zeolite was SiO 2 and the lime was CaO, and the molar ratio of CaO / SiO 2 was changed in the range of 0.5 to 1.1, and the (zeolite + lime) / water ratio was 8
Water was added to 0% and kneaded with a mixer. The zeolite used was pulverized into fine powder having a particle size of 30 μm or less. When the fibers were blended, the fibers were mixed in advance with water. When cement was added, it was changed in the range of 10 to 30% with respect to the weight of lime.

【0032】〔成形〕前記配合の各種混練物を40×4
0×160mmの成形品となる形状の型枠に打設し,打設
後1日静置したあち,セメントを配合しないものは型枠
をつけたままオートクレーブに装入し,セメントを配合
したものは型枠を外してオートクレーブに装入した。
[Molding] 40 × 4 of various kneaded products having the above composition
It was placed in a mold with a shape of 0 x 160 mm and left for 1 day after it was cast. Those without cement were placed in an autoclave with the mold attached and cement was mixed. The mold was removed and placed in an autoclave.

【0033】〔オートクレーブ処理〕オートクレーブ内
の温度を130〜180℃の範囲の或る温度に一定に
し,いずれも5時間の処理を行った。オートクレーブ処
理後は,45℃で7日間乾燥させたうえ,JIS R 5201
(セメントの物理試験方法) に準じて強度試験に供し
た。
[Autoclave Treatment] The temperature inside the autoclave was kept constant at a temperature in the range of 130 to 180 ° C., and the treatment was carried out for 5 hours in each case. After autoclaving, dry at 45 ° C for 7 days and then use JIS R 5201.
A strength test was performed according to (Physical test method for cement).

【0034】〔強度試験結果〕繊維およびセメントは無
配合で,オートクレーブ温度150℃とした場合の該モ
ル比と圧縮強度および曲げ強度の関係を図1に示した。
図1に見られるようにゼオライトの種類によって強度に
違いが生じているが,モル比 0.7〜0.9 の範囲で強度が
発現しており,水熱反応が良好に進行していることがわ
かる。
[Strength Test Result] FIG. 1 shows the relationship between the molar ratio and the compressive strength and bending strength when the autoclave temperature was 150 ° C. without fiber and cement compounding.
As shown in Fig. 1, the strength varies depending on the type of zeolite, but the strength is exhibited in the molar ratio range of 0.7 to 0.9, indicating that the hydrothermal reaction is proceeding well.

【0035】モル比=0.7 の一定とし, セメント添加量
を変化させたときのオートクレーブ温度150℃でのセ
メント添加量と圧縮強度および曲げ強度の関係を図2に
示した。図2より,セメントの添加量の増加に伴い強度
も大きくなる傾向が見られるが,これはの供試体の表面
には強度試験前の乾燥時に生じたヒビ割れが多数見られ
た。
FIG. 2 shows the relationship between the amount of cement added and the compressive strength and bending strength at an autoclave temperature of 150 ° C. when the amount of cement added was changed while the molar ratio was kept constant at 0.7. From Fig. 2, it can be seen that the strength tends to increase as the amount of cement added increases, but many cracks were found on the surface of the test specimen during drying before the strength test.

【0036】モル比が 0.7,0.9で,繊維およびセメント
は無配合の場合のオートクレーブ温度と圧縮強度と曲げ
強度の関係を図3に示した。図3に見られるように,圧
縮強度はモル比 0.9が150℃,モル比 0.7が160℃
で最大を示し,曲げ強度はモル比 0.7,0.9とも150℃
で最大を示している。
FIG. 3 shows the relationship between the autoclave temperature, the compressive strength and the flexural strength when the molar ratio is 0.7 and 0.9 and the fiber and cement are not mixed. As can be seen in Fig. 3, the compressive strength has a molar ratio of 0.9 at 150 ℃ and a molar ratio of 0.7 at 160 ℃.
Shows the maximum, and the bending strength is 150 ° C for both 0.7 and 0.9 molar ratios.
Indicates the maximum.

【0037】モル比が 0.7で,ゼオライトの種類とセメ
ントの有無によるオートクレーブ温度と圧縮強度および
曲げ強度の関係を図4に示した。材料の種類を問わずオ
ートクレーブ温度を140〜160℃とすれば良好な強
度が得られることがわかる。
The relationship between the autoclave temperature and the compressive strength and flexural strength depending on the type of zeolite and the presence or absence of cement is shown in FIG. It can be seen that good strength can be obtained by setting the autoclave temperature to 140 to 160 ° C. regardless of the type of material.

【0038】モル比が 0.7でオートクレーブ温度150
℃とした場合の繊維の種類による圧縮強度および曲げ強
度の関係を図5に示した。繊維を混入すれば無混入に比
べて強度が高くなり,植物繊維の方が曲げ強度の向上効
果が大きいことがわかる。
The molar ratio is 0.7 and the autoclave temperature is 150.
FIG. 5 shows the relationship between the compressive strength and the flexural strength depending on the type of fiber when the temperature is set to ° C. It can be seen that when fiber is mixed, the strength is higher than when it is not mixed, and plant fiber has a greater effect of improving bending strength.

【0039】モル比が 0.7でオートクレーブ温度130
℃で,植物繊維の配合量を変えた場合の圧縮強度および
曲げ強度の関係を図6に示した。圧縮強度は繊維添加量
が1%を超えても増加が見られないが曲げ強度は添加量
の増加につれて大きくなることがわかる。
The molar ratio is 0.7 and the autoclave temperature is 130.
FIG. 6 shows the relationship between the compressive strength and the bending strength when the compounding amount of the plant fiber was changed at ° C. It can be seen that the compressive strength does not increase even when the fiber addition amount exceeds 1%, but the bending strength increases as the addition amount increases.

【0040】(2) 調湿機能試験 粒径が30μm 未満の微粉状ゼオライト40重量部,石
灰25重量部,粒径が0.25〜3mmの粒状ゼオライト32
重量部,ポリプロピレン繊維3重量部に水を加えてミキ
サーで混練し,厚さ15mmとなるように成形し,型枠の
ままオートクレーブ装置内に装入して150℃で5時間
の処理を行ない,厚さ15mmの建材を作製した。
(2) Humidity control test 40 parts by weight of finely divided zeolite having a particle size of less than 30 μm, 25 parts by weight of lime, granular zeolite 32 having a particle size of 0.25 to 3 mm
By adding water to 3 parts by weight of polypropylene fiber and kneading with a mixer and molding to have a thickness of 15 mm, the mold is charged into the autoclave and treated at 150 ° C for 5 hours, A building material having a thickness of 15 mm was produced.

【0041】得られた建材を,乾球温度20℃の一定
で,相対湿度24%に24時間と,相対湿度72%に2
4時間を交互に繰り返す人工気象室に置き,その重量変
化を経時的に測定した。その結果を図7に示した。
The obtained building materials were kept at a dry-bulb temperature of 20 ° C. at a constant relative humidity of 24% for 24 hours and a relative humidity of 72% for 2 hours.
The sample was placed in an artificial weather room where 4 hours were repeated alternately and the weight change was measured over time. The results are shown in Fig. 7.

【0042】図7の上段は人工気象室の温度および湿度
の経時変化を示しており,下段は同時刻の建材の重量変
化を示している。なお,比較のために,ほぼ同量のゼオ
ライトを普通ポルトランドセメントを用いて水硬させた
建材パネル(セメント建材)と石膏ボードおよび市販の
調湿材と言われている人工木材についても,同様にして
重量変化を測定した結果を図7の下段に併せて示した。
The upper part of FIG. 7 shows changes with time of temperature and humidity in the artificial weather room, and the lower part shows changes of weight of the building material at the same time. For comparison, the same applies to a building material panel (cement building material) in which approximately the same amount of zeolite is hydraulically hardened using ordinary Portland cement, gypsum board, and artificial wood, which is said to be a commercially available humidity control material. The result of measuring the weight change is also shown in the lower part of FIG. 7.

【0043】図7の結果から,本発明建材は環境の湿度
変化に伴って水分を吸放湿する量が人工木材の約5倍を
示し,またセメントでゼオライトを固めたセメント建材
よりも優れた調湿機能を有することがわかる。
The results of FIG. 7 show that the building material of the present invention absorbs and desorbs moisture in accordance with the change in the environment humidity about 5 times that of artificial wood, and is superior to the cement building material in which zeolite is cemented. It can be seen that it has a humidity control function.

【0044】このため,本発明建材を用いた構成された
建築空間では,空間内の温度や相対湿度が変化する環境
変化が生じても,環境内の温湿度を安定化させる優れた
環境調整機能を備えていることがわかる。
Therefore, in a building space constructed by using the building material of the present invention, an excellent environment adjusting function for stabilizing the temperature and humidity in the environment even if the environment changes due to changes in temperature and relative humidity in the space. You can see that it has.

【0045】[0045]

【発明の効果】以上説明したように,本発明によれば,
空間の湿度を一定に維持する湿度調整機能に優れた建材
が提供できる。本建材はゼオライトと石灰との水熱反応
によって硬化したものであるから,軽量で取扱いやすく
加工も容易である。
As described above, according to the present invention,
It is possible to provide a building material having an excellent humidity adjusting function for keeping the humidity of the space constant. Since this building material is hardened by the hydrothermal reaction between zeolite and lime, it is lightweight, easy to handle, and easy to process.

【0046】そして本発明の建材は,ゼオライトが有す
る高い吸放湿性により室内および建築空間の調湿はもと
より,結露を防止することができると共に,アルカリ分
抑制効果も有し,さらに耐火性,耐腐食性に優れ, 強
度, 寸法安定性, 耐久性を備えているので,調湿作用を
もつ恒久内装材として好適な材料である。特に美術品な
どの環境を一定に維持することが必要な空間を構成する
材料としも著しい効果を発揮する。
The building material of the present invention is capable of not only controlling the humidity in the room and the building space but also preventing dew condensation due to the high moisture absorptive and desorptive property of zeolite, and also having an alkali content suppressing effect, and further having fire resistance and resistance. It has excellent corrosiveness, strength, dimensional stability, and durability, making it a suitable material as a permanent interior material with a humidity control function. In particular, it is also extremely effective as a material for the space that needs to maintain a constant environment such as works of art.

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

【図1】繊維およびセメントは無配合でオートクレーブ
温度150℃とした場合のモル比(石灰と微粉状ゼオラ
イトのCaO/SiO2のモル比, 以下同じ) と圧縮強度および
曲げ強度の関係を示す図である。
[Fig. 1] A diagram showing the relationship between the compression ratio and the flexural strength with the molar ratio (the ratio of CaO / SiO 2 of lime and finely divided zeolite, the same applies below) when the fiber and cement are not compounded and the autoclave temperature is 150 ° C. Is.

【図2】モル比=0.7 の一定とし, セメント添加量を変
化させたときのオートクレーブ温度150℃でのセメン
ト添加量と圧縮強度および曲げ強度の関係を示す図であ
る。
FIG. 2 is a diagram showing the relationship between the amount of cement added and the compressive strength and bending strength at an autoclave temperature of 150 ° C. when the amount of cement added was changed while the molar ratio was kept constant at 0.7.

【図3】モル比が0.7, 0.9で,繊維およびセメントは無
配合の場合のオートクレーブ温度と圧縮強度と曲げ強度
の関係を示す図である。
FIG. 3 is a diagram showing the relationship between autoclave temperature, compressive strength, and bending strength when the molar ratio is 0.7, 0.9 and fibers and cement are not compounded.

【図4】モル比が 0.7で,ゼオライトの種類とセメント
の有無によるオートクレーブ温度と圧縮強度および曲げ
強度の関係を示す図である。
FIG. 4 is a diagram showing the relationship between autoclave temperature, compressive strength, and bending strength depending on the type of zeolite and the presence or absence of cement with a molar ratio of 0.7.

【図5】モル比が 0.7でオートクレーブ温度150℃と
した場合の繊維の種類による圧縮強度および曲げ強度の
関係を示す図である。
FIG. 5 is a diagram showing the relationship between the compression strength and bending strength depending on the type of fiber when the molar ratio is 0.7 and the autoclave temperature is 150 ° C.

【図6】モル比が 0.7でオートクレーブ温度130℃
で,植物繊維の配合量を変えた場合の圧縮強度および曲
げ強度の関係を示す図である。
Fig. 6 Autoclave temperature 130 ° C with molar ratio 0.7
FIG. 3 is a diagram showing the relationship between compressive strength and bending strength when the amount of vegetable fiber is changed.

【図7】乾球温度20℃の一定のもとで,相対湿度24
%に24時間と相対湿度72%に24時間を交互に繰り
返す人工気象室内に本発明建材と比較建材を設置したと
きの重量変化を示す図である。
FIG. 7: Relative humidity 24 at a constant dry-bulb temperature of 20 ° C.
It is a figure which shows the weight change at the time of installing the building material of this invention and the comparative building material in the artificial weather room which repeats 24 hours for% and 24 hours for 72% of relative humidity by turns.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 E04B 1/64 D //(C04B 28/18 14:04 Z 2102−4G 16:02) Z 2102−4G (72)発明者 和美 廣喜 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 寒河江 昭夫 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 丸山 則義 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 荒井 良延 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内 (72)発明者 平井 祥絵 東京都調布市飛田給二丁目19番1号 鹿島 建設株式会社技術研究所内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification number Office reference number FI technical display location E04B 1/64 D // (C04B 28/18 14:04 Z 2102-4G 16:02) Z 2102 −4G (72) Inventor Hiroki Kazumi 2-1-1, Tobita-yari, Chofu-shi, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Akio Sagae 2-1-1-1, Tobita, Chofu-shi, Tokyo Kashima Construction Co., Ltd. In the Technical Research Institute (72) Inventor Noriyoshi Maruyama No. 19-1 Tobita Supply, Chofu City, Tokyo Kashima Construction Co., Ltd. (72) Inventor Yoshinobu Arai No. 19-1 Tobita Supply, Chofu City, Tokyo Kashima Construction Co., Ltd. Company Technical Research Center (72) Inventor Yoshie Hirai Kabushiki Construction Co., Ltd. Technical Research Center

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 粒径が30μm 以下の微粉状ゼオライ
ト,石灰および水からなる混練物を所望の形状に成形
し,この成形品をオートクレーブ内で130℃〜180
℃の温度に保持してゼオライトと石灰を水熱反応させる
建材の製法であって,該水熱反応に消費されない未反応
のゼオライトが製品建材中に残存するように混練物中の
ゼオライト配合量を調節することを特徴とする調湿用建
材の製法。
1. A kneaded material composed of finely powdered zeolite having a particle size of 30 μm or less, lime and water is molded into a desired shape, and the molded product is heated at 130 ° C. to 180 ° C. in an autoclave.
A method for producing a building material in which a zeolite and lime are hydrothermally reacted while being maintained at a temperature of ℃, and the zeolite content in the kneaded product is adjusted so that unreacted zeolite that is not consumed in the hydrothermal reaction remains in the product building material. A method of manufacturing a building material for humidity control, which is characterized by adjusting.
【請求項2】 微粉状ゼオライトの配合量は,石灰(Ca
O)に対するゼオライト (ゼオライト中のSiO2) のモル比
(CaO/SiO2)が 0.7〜0.9 の範囲となるように調節される
請求項1に記載の調湿用建材の製法。
2. The blending amount of finely divided zeolite is lime (Ca
Molar ratio of zeolite (SiO 2 in zeolite) to O)
The method for producing a building material for humidity control according to claim 1, wherein (CaO / SiO 2 ) is adjusted to be in the range of 0.7 to 0.9.
【請求項3】 混練物中には,石灰と微粉状ゼオライト
100重量部に対して, 30重量部以下の水硬性硬化材
が配合される請求項1または2に記載の調湿用建材の製
法。
3. The method for producing a building material for humidity control according to claim 1, wherein the kneaded mixture contains 30 parts by weight or less of a hydraulic hardening material with respect to 100 parts by weight of lime and finely divided zeolite. .
【請求項4】 混練物中には,石灰と微粉状ゼオライト
100重量部に対して, 5重量部以下の繊維が配合され
る請求項1,2または3に記載の調湿用建材の製法。
4. The method for producing a building material for humidity control according to claim 1, wherein the kneaded product contains 5 parts by weight or less of fibers with respect to 100 parts by weight of lime and finely divided zeolite.
【請求項5】 混練物中には,石灰と微粉状ゼオライト
100重量部に対して, 75重量部以下の粒状ゼオライ
ト(粒径:0.1〜10mm)が配合される請求項1,2,3
または4に記載の調湿用建材の製法。
5. The kneaded product contains 75 parts by weight or less of granular zeolite (particle size: 0.1 to 10 mm) based on 100 parts by weight of lime and finely divided zeolite.
Alternatively, the method for producing the building material for humidity control according to item 4.
JP5139283A 1993-05-19 1993-05-19 Manufacturing method of building materials for humidity control Expired - Fee Related JP2727287B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09125538A (en) * 1995-11-01 1997-05-13 Nishikawa Sendou Building material
JP2007063083A (en) * 2005-09-01 2007-03-15 Shoji Seike Zeolite solidified body and solidifying method
JP2009057225A (en) * 2007-08-30 2009-03-19 Sumitomo Kinzoku Kozan Siporex Kk Method for manufacturing autoclaved lightweight concrete
JP2020514227A (en) * 2017-01-31 2020-05-21 クラリアント・プロドゥクテ・(ドイチュラント)・ゲゼルシャフト・ミト・ベシュレンクテル・ハフツング Method for producing mixed oxide material containing molybdenum

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54144426A (en) * 1978-05-02 1979-11-10 Asahi Glass Co Ltd Production of inorganic formed body
JPH0393662A (en) * 1989-09-06 1991-04-18 Okutama Kogyo Kk Zeolite-based moisture conditioning building material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54144426A (en) * 1978-05-02 1979-11-10 Asahi Glass Co Ltd Production of inorganic formed body
JPH0393662A (en) * 1989-09-06 1991-04-18 Okutama Kogyo Kk Zeolite-based moisture conditioning building material

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09125538A (en) * 1995-11-01 1997-05-13 Nishikawa Sendou Building material
JP2007063083A (en) * 2005-09-01 2007-03-15 Shoji Seike Zeolite solidified body and solidifying method
JP2009057225A (en) * 2007-08-30 2009-03-19 Sumitomo Kinzoku Kozan Siporex Kk Method for manufacturing autoclaved lightweight concrete
JP2020514227A (en) * 2017-01-31 2020-05-21 クラリアント・プロドゥクテ・(ドイチュラント)・ゲゼルシャフト・ミト・ベシュレンクテル・ハフツング Method for producing mixed oxide material containing molybdenum
US11007509B2 (en) 2017-01-31 2021-05-18 Clariant Produckte Gmbh Method for producing mixed oxide materials containing molybdenum

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