JPH11246283A - Cement formed body - Google Patents

Cement formed body

Info

Publication number
JPH11246283A
JPH11246283A JP10053599A JP5359998A JPH11246283A JP H11246283 A JPH11246283 A JP H11246283A JP 10053599 A JP10053599 A JP 10053599A JP 5359998 A JP5359998 A JP 5359998A JP H11246283 A JPH11246283 A JP H11246283A
Authority
JP
Japan
Prior art keywords
cement
water
water absorption
hardened body
cement hardened
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.)
Pending
Application number
JP10053599A
Other languages
Japanese (ja)
Inventor
Takashi Osugi
高志 大杉
Yoichi Ikemoto
陽一 池本
Kunio Kusano
邦雄 草野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP10053599A priority Critical patent/JPH11246283A/en
Publication of JPH11246283A publication Critical patent/JPH11246283A/en
Pending 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/02Selection of the hardening environment
    • C04B40/0231Carbon dioxide hardening
    • C04B40/0236Carbon dioxide post-treatment of already hardened material
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Toxicology (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a cement formed body excellent in mechanical strength and durability and having low water absorption by carbonating a cement hardened body having a specific water absorption. SOLUTION: The cement hardened body having <=20% water absorption is obtained by forming and hardening a cement hardening composition prepared by blending cement admixtures such as a coagulation retardant, a water reducing agent and a fluidizing agent with a self-hardening composition consisting essentially of cement, an inorganic filler, an organic filler, reinforcing fiber, water and the like. An alkali portion, particularly calcium portion in the cement hardened body is carbonated by infiltrating and diffusing carbon dioxide in a gaseous state, a liquid state or a super critical state into the cement hardened body. As a result, fine pores inside of the cement hardened body are filled by the carbonate and made dense and therefore, the water absorption is decreased, the infiltration of water into the cement hardened body is restricted and water resistance and long term weathering resistance are improved.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、耐久性の優れた低
吸水率のセメント成形体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement molded article having excellent durability and low water absorption.

【0002】[0002]

【従来の技術】セメント硬化体は、水と接触すると、そ
のアルカリ成分が溶出され、これが長期間に渡って継続
されると、その機械的強度が失なわれてしまう。そのた
め、セメント硬化体の表面を塗装して、水の進入を防止
したり、特開平5−270882号公報に開示されてい
るように、セメント硬化性組成物に撥水性成分のジオル
ガノポリシロキサンを非イオン系界面活性剤を使用して
均一に分散させて硬化させ、得られるセメント硬化体の
耐水性を向上させる方法が提案されている。
2. Description of the Related Art When a cement hardened material comes in contact with water, its alkali component is eluted, and if this is continued for a long period of time, its mechanical strength is lost. Therefore, the surface of the hardened cement is coated to prevent water from entering, or as disclosed in JP-A-5-270882, a water-repellent diorganopolysiloxane is added to the hardened cementitious composition. A method has been proposed in which a non-ionic surfactant is used to uniformly disperse and cure the cured cement to improve the water resistance of the resulting cured cement.

【0003】しかしながら、セメント硬化体の表面を塗
装する方法では、これを使用する場合、表面が常に外界
に曝されているので、表面が酸化劣化されたり、傷を受
けたり、磨耗される機会が大きく、一旦破損が起こると
その部分から水が進入するため、セメント硬化体の耐水
性を長く持続させることが困難であった。又、セメント
硬化体全体に撥水成分を添加する方法でも、材料コスト
が上昇したり、セメント硬化体に対して材料の長期耐久
性が短いという問題があった。
However, in the method of coating the surface of a hardened cement body, when the method is used, since the surface is constantly exposed to the outside, there is a chance that the surface is oxidatively deteriorated, damaged, or worn. It is large, and once breakage occurs, water enters from that portion, and it has been difficult to maintain the water resistance of the hardened cement body for a long time. Also, the method of adding a water-repellent component to the entire cement hardened body has problems that the material cost is increased and the long-term durability of the material is short with respect to the cement hardened body.

【0004】[0004]

【発明が解決しようとする課題】本発明は、かかる問題
を解決するためになされたものであり、セメント硬化体
を炭酸化処理することにより、セメント硬化体を構造的
に緻密化して、耐久性の優れた低吸水率のセメント成形
体を提供することを目的とする。
DISCLOSURE OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and the carbonized hardened body is subjected to a carbonation treatment to structurally densify the hardened cement body to improve the durability. It is an object of the present invention to provide a cement molded article having an excellent low water absorption.

【0005】[0005]

【課題を解決するための手段】本発明のセメント成形体
は、吸水率が20%以下のセメント硬化体を炭酸化処理
をして得られることを特徴とする。
Means for Solving the Problems The cement molded article of the present invention is characterized by being obtained by subjecting a hardened cement having a water absorption of not more than 20% to a carbonation treatment.

【0006】本発明に於いて、セメント硬化体とは、セ
メント硬化性組成物の硬化体を意味し、通常、セメント
硬化性組成物が成形されて、養生されることによって得
られる。セメント硬化性組成物とは、セメント、無機充
填材、有機充填剤、補強繊維、水等を主成分とした自己
硬化性組成物であって、副成分として、凝結遅延剤、減
水剤、流動化剤等の各種セメント混和剤が配合されてい
ても構わない。
In the present invention, the hardened cement means a hardened cement hardening composition, and is usually obtained by molding and curing the hardening cement composition. The cement hardening composition is a self-hardening composition mainly composed of cement, an inorganic filler, an organic filler, a reinforcing fiber, water and the like, and has a setting retarder, a water reducing agent, a fluidizing agent as an auxiliary component. Various cement admixtures, such as an agent, may be blended.

【0007】セメント硬化性組成物は、上記主成分、副
成分が混合、混練されて作製され、混合、混練する方法
としては、これらが均一に分散されれば、特に限定され
ず、例えば、オムニミキサー、アイリッヒミキサー、ニ
ーダー等のミキサーが挙げられる。
[0007] The cement hardening composition is prepared by mixing and kneading the above main components and subcomponents. The method of mixing and kneading is not particularly limited as long as they are uniformly dispersed. Mixers such as mixers, Erich mixers and kneaders are exemplified.

【0008】セメント硬化性組成物の成形方法として
は、特に限定されず、例えば、注型、プレス、押出成形
などが挙げられ、その養生方法も、特に限定されず、例
えば、常温放置、加熱又は加熱・加湿雰囲気で熟成する
方法などが挙げられる。
[0008] The method for molding the cement hardening composition is not particularly limited, and includes, for example, casting, pressing, and extrusion molding. The curing method is also not particularly limited. A method of aging in a heating / humidifying atmosphere may be used.

【0009】セメントとしては、特に限定されず、例え
ば、普通ポルトランドセメント、特殊ポルトランドセメ
ント、アルミナセメント、ローマンセメントなどの単味
セメント;耐酸セメント、耐火セメント、水ガラスセメ
ントなどの特殊セメント;石膏、石灰、マグネシアセメ
ント等の気硬セメント等が挙げられ、これらの中で、機
械的強度、耐水性の点で、ポルトランドセメント、アル
ミナセメントが好適に使用される。
The cement is not particularly limited. For example, plain cement such as ordinary Portland cement, special Portland cement, alumina cement, Roman cement, etc .; special cement such as acid-resistant cement, fire-resistant cement, water glass cement; gypsum, lime And air-hardened cements such as magnesia cement. Of these, Portland cement and alumina cement are preferably used in terms of mechanical strength and water resistance.

【0010】無機充填材としては、水に溶解せず、セメ
ントとの硬化反応、その他の材料の機能を著しく阻害し
ない限り特に限定されず、骨材、細骨材、その他一般的
に使用される無機粉体を意味し、例えば、珪砂、珪石
粉、川砂等のセメントモルタル用骨材;高炉スラグ、フ
ライアッシュ、シリカヒューム、ベントナイト等の混合
セメント用混合材;セピオライト、ワラストナイト、マ
イカ、タルク、炭酸カルシウムなどが挙げられ、これら
の少なくとも1種が使用できる。
The inorganic filler is not particularly limited as long as it does not dissolve in water and does not significantly impair the hardening reaction with cement and the function of other materials. Aggregate, fine aggregate and other commonly used inorganic fillers are used. Inorganic powder means, for example, aggregate for cement mortar such as silica sand, silica stone powder, river sand; mixed material for mixed cement such as blast furnace slag, fly ash, silica fume, bentonite; sepiolite, wollastonite, mica, talc , Calcium carbonate, etc., and at least one of them can be used.

【0011】有機充填剤としては、水に溶解せず、セメ
ントとの硬化反応、その他の材料の機能を著しく阻害し
ない限り特に限定されず、例えば、パルプ、木粉、木
片、米国産松材チップ(米松チップ)、合成繊維粉等が
挙げられる。
The organic filler is not particularly limited as long as it does not dissolve in water and does not significantly inhibit the hardening reaction with cement and the function of other materials. For example, pulp, wood flour, wood chips, US pine wood chips (Rice pine chips), synthetic fiber powder and the like.

【0012】補強繊維としては、特に限定されず、有機
繊維、無機繊維を問わず、例えば、ビニロン、ポリプロ
ピレン、アクリル、レーヨン、ポリアミド、ポリエチレ
ングリコールテレフタレート、アラミド等の有機合成繊
維;綿花、麻、木毛等の天然有機繊維;カーボン繊維、
ガラス繊維、チタン酸カリウム繊維、チラノ繊維、ステ
ンレススチール繊維などの無機繊維が挙げられ、これら
の一種以上を使用してよい。
The reinforcing fiber is not particularly limited, and may be any of organic fibers and inorganic fibers, for example, organic synthetic fibers such as vinylon, polypropylene, acrylic, rayon, polyamide, polyethylene glycol terephthalate, and aramid; cotton, hemp, and wood. Natural organic fiber such as hair; carbon fiber,
Examples thereof include inorganic fibers such as glass fiber, potassium titanate fiber, tyrano fiber, and stainless steel fiber, and one or more of these may be used.

【0013】炭酸化処理とは、セメント硬化体の中のア
ルカリ成分、特にカルシウム成分が炭酸化されるような
処理を意味し、炭酸化処理の方法は、特に限定されず、
気体、液体、超臨界状態等の二酸化炭素をセメント硬化
体に浸透拡散させて、アルカリ成分を炭酸化させる方法
やセメント硬化性組成物の中に二酸化炭素や炭酸イオン
を発生させる成分を予め添加して置く方法が挙げられ
る。これらの中で、気体の二酸化炭素、超臨界状態の二
酸化炭素は、拡散性が大きいので、セメント硬化体を高
度に緻密化できる点で好ましい。
The carbonation treatment means a treatment in which an alkali component, particularly a calcium component, in the hardened cement is carbonated. The method of the carbonation treatment is not particularly limited.
Gas, liquid, supercritical state, etc., by infiltrating and diffusing carbon dioxide into the cement hardened body, carbonizing the alkali component or adding a component that generates carbon dioxide or carbonate ion in the cement hardenable composition in advance There is a way to put. Among these, gaseous carbon dioxide and carbon dioxide in a supercritical state are preferable because they have high diffusivity and can highly densify a cured cement body.

【0014】本発明のセメント成形体は、炭酸化処理を
するに当たり、炭酸化処理前のセメント硬化体の吸水率
が20%以下である必要がある。吸水率は、後述される
評価方法に於いて説明されており、これが20%を超え
ると、セメント硬化体の中に存在する空隙、細孔が、寸
法(サイズ)、数量共に多くなり過ぎて、これらが炭酸
化処理による非水溶性の炭酸塩で充填されたり、緻密化
される限度を超え、低吸水率にすることが難しくなる。
又、吸水率の下限は、特に限定される必要はないが、5
%以下にすることは、実際上極めて困難である。
In the carbonation treatment of the cement molding of the present invention, the water absorption of the hardened cement before carbonation treatment must be 20% or less. The water absorption is described in the evaluation method described below. If this exceeds 20%, the voids and pores present in the hardened cement become too large in both size (size) and quantity, These exceed the limit of filling or densification with a water-insoluble carbonate by carbonation treatment, and it is difficult to reduce the water absorption.
The lower limit of the water absorption is not particularly limited,
% Is very difficult in practice.

【0015】セメント硬化体の吸水率を調整する方法
は、特に限定されず、セメント硬化性組成物の水セメン
ト比や成形方法等を変えることによって成就できる。セ
メントを硬化させるには、セメントの水和に必要な水だ
けが必要であり、それ以外の余分な水分を減少させるこ
とにより、セメント硬化体の吸水率を減少させることが
できる。そのため、充填材の添加量にもよるが、水セメ
ント比を20〜40%程度にすることにより、比較的に
吸水率の低いセメント硬化体にすることができる。しか
し、実践に於いては、水セメント比が小さ過ぎると、セ
メント硬化性組成物の流動性が減少して、成形が難しく
なるばかりか、セメントの水和が不充分になって、セメ
ント硬化体の機械的強度の発現が困難になる場合があ
る。
The method for adjusting the water absorption of the hardened cement body is not particularly limited, and can be achieved by changing the water-cement ratio of the hardenable cement composition, the forming method, and the like. In order to harden the cement, only water necessary for hydration of the cement is required, and by reducing other excess water, the water absorption of the hardened cement can be reduced. Therefore, depending on the amount of the filler added, by setting the water-cement ratio to about 20 to 40%, a hardened cement body having a relatively low water absorption can be obtained. However, in practice, if the water-cement ratio is too small, the fluidity of the cement-curable composition decreases, and not only molding becomes difficult, but also hydration of the cement becomes insufficient and the cement In some cases, it becomes difficult to develop the mechanical strength of

【0016】[0016]

【作用】本発明のセメント成形体は、特定の吸水率以下
のセメント硬化体を炭酸化処理することにより、その中
に存在する細孔、空隙を炭酸塩で緻密に充填し、非水溶
性化させるので、耐久性の優れた低吸水率のセメント成
形体となり、その結果、アルカリ分が溶出しないので、
機械的強度が低下し難い。
The cement molded article of the present invention is obtained by subjecting a hardened cement body having a specific water absorption or lower to a carbonation treatment, so that pores and voids existing therein are densely filled with a carbonate to make the cement insoluble. As a result, it becomes a cement molded body with excellent durability and low water absorption, and as a result, alkali does not elute,
The mechanical strength is not easily reduced.

【0017】[0017]

【発明の実施の形態】以下に実施例を掲げて本発明を更
に詳しく説明するが、本発明はここに掲げる実施例のみ
に限定されるものではない。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in more detail by way of examples, but the present invention is not limited to only the examples listed here.

【0018】実施例1〜3、比較例1 (1)セメント硬化体の作製 普通ポルトランドセメント(秩父小野田セメント社製)
100重量部、珪砂50重量部、ヒドロキシプロピルメ
チルセルロース(20℃に於ける2重量%水溶液の粘度
が30000cpsのもの)1重量部、繊維長6mmの
ポリプロピレン繊維5重量部を混合し、表1に示す割合
の水と共に更に混合した後に混合機に投入して均一に混
練して、各種セメント硬化性組成物を得た。しかる後
に、上記セメント硬化性組成物をプレスで100kg/
cm2 の圧力で加圧し、60℃、90%RHで12時間
水蒸気養生を行い、厚さ5mmのセメント硬化体を得
た。
Examples 1 to 3 and Comparative Example 1 (1) Preparation of hardened cement Normal Portland cement (made by Chichibu Onoda Cement Co.)
100 parts by weight, 50 parts by weight of silica sand, 1 part by weight of hydroxypropylmethylcellulose (having a viscosity of 30,000 cps of a 2% by weight aqueous solution at 20 ° C.) and 5 parts by weight of a polypropylene fiber having a fiber length of 6 mm were mixed. After further mixing with water in a proportion, the mixture was put into a mixer and kneaded uniformly to obtain various cement curable compositions. Thereafter, the above-mentioned cement-curable composition was pressed at 100 kg /
The mixture was pressurized at a pressure of 2 cm 2 and subjected to steam curing at 60 ° C. and 90% RH for 12 hours to obtain a hardened cement body having a thickness of 5 mm.

【0019】(2)セメント硬化体の炭酸化処理 上記(1)で得られたセメント硬化体をオートクレーブ
に入れ、二酸化炭素雰囲気下で、温度70℃、圧力80
kg/cm2 で、1時間放置して、炭酸化処理を行っ
て、低吸水率のセメント成形体を得た。
(2) Carbonation treatment of hardened cement body The hardened cement body obtained in the above (1) is placed in an autoclave, and is heated at a temperature of 70 ° C. and a pressure of 80 in a carbon dioxide atmosphere.
The mixture was left at kg / cm 2 for 1 hour to carry out a carbonation treatment to obtain a cement molded body having a low water absorption.

【0020】(3)評価 上記(2)で得られた低吸水率のセメント成形体を後述
する評価方法に基づいて、その物性を評価し、表1に纏
めた。
(3) Evaluation The physical properties of the cement molded article having a low water absorption obtained in the above (2) were evaluated based on the evaluation methods described later, and are summarized in Table 1.

【0021】比較例2、3 表1に示す水添加量で、炭酸化処理を行わなかったこと
以外は、実施例1〜3と同様にしてセメント成形体を作
製して、その物性を評価し、結果を表1に纏めた。
Comparative Examples 2 and 3 Cement molded bodies were prepared in the same manner as in Examples 1 to 3 except that the carbonation treatment was not performed at the water addition amounts shown in Table 1 and the physical properties thereof were evaluated. Table 1 summarizes the results.

【0022】[0022]

【表1】 [Table 1]

【0023】以上、表1の結果より本発明を説明する
と、下記の通りである。実施例1と比較例2では、セメ
ント成形体の組成は同じであるが、炭酸化処理が前者は
なされており、後者はなされていない。両者の細孔径分
布を測定した結果は、図1、図2に示してあり、炭酸化
処理を施すことにより、細孔径の広い範囲に渡って、浸
入体積(Intrusion Volume、セメント成形体の単位重量
当たりに含まれる細孔、間隙の体積;cc/g)が著し
く減少しており、吸水率も16%から9%に減少してい
る。
The present invention will be described below with reference to the results shown in Table 1. In Example 1 and Comparative Example 2, the composition of the cement molding was the same, but the former was subjected to carbonation treatment, and the latter was not. The results of measuring the pore size distribution of both are shown in FIG. 1 and FIG. 2, and by performing carbonation treatment, the intrusion volume (unit weight of the cement molded body) was obtained over a wide range of the pore size. The volume of pores and voids contained per unit; cc / g) is significantly reduced, and the water absorption is also reduced from 16% to 9%.

【0024】実施例2と実施例3との比較に於いて、セ
メント硬化性組成物の水添加量を、各々、35%、30
%と変化させると、吸水率は、各々、10%、8%と水
の添加量を少なくすることにより低くできる。しかし、
水セメント比を更に小さくした比較例3では、セメント
硬化性組成物の流動性がなくなり、成形が不能となる。
実施例2、実施例3のセメント硬化体に更に炭酸化処理
を行うと、吸水率が、各々、6%、5%と極めて少なく
なった。又、吸水率が少なくなったセメント成形体は、
耐水試験前後での曲げ強度の保持率が大きくなった。
In the comparison between Example 2 and Example 3, the amounts of water added to the cement hardening composition were 35% and 30%, respectively.
%, The water absorption can be lowered by reducing the amount of water to 10% and 8%, respectively. But,
In Comparative Example 3 in which the water-cement ratio was further reduced, the fluidity of the cement-curable composition was lost, and molding was impossible.
When the hardened cement of Examples 2 and 3 was further subjected to a carbonation treatment, the water absorption was extremely reduced to 6% and 5%, respectively. In addition, cement molded bodies with reduced water absorption are
The retention of bending strength before and after the water resistance test increased.

【0025】比較例1に於いて、限度を超えた高吸水率
のセメント硬化体を炭酸化処理しても、吸水率の改善は
極めて少ないことが判明した。
In Comparative Example 1, it was found that even if the hardened cement having a high water absorption exceeding the limit was subjected to carbonation, the improvement in water absorption was extremely small.

【0026】評価方法 (a)吸水率 炭酸化処理前のセメント硬化体と処理後の耐水性セメン
ト硬化体とを切断して測定試料を作製し、JIS A
5209に準拠して、それぞれの吸水率を測定した。
Evaluation method (a) Water absorption rate A hardened cement body before carbonation treatment and a hardened water-resistant cement body after the treatment were cut to prepare a measurement sample, and JIS A
Each water absorption was measured in accordance with 5209.

【0027】(b)強度保持率 セメント硬化体を切断して試験試料を作製し、これを水
中に24時間浸漬した後、50℃に24時間乾燥するサ
イクルを20回繰り返す耐水試験を行った。耐水試験前
と耐水試験後について、JIS A 1408に準拠し
て、曲げ強度を測定し、耐水試験の前の初期曲げ強度に
対する耐水試験後の曲げ強度の保持率を算定した。
(B) Strength Retention A test sample was prepared by cutting a cured cement body, immersed in water for 24 hours, and then dried at 50 ° C. for 24 hours. A water resistance test was repeated 20 times. The bending strength was measured before and after the water resistance test in accordance with JIS A 1408, and the ratio of the retention of the bending strength after the water resistance test to the initial bending strength before the water resistance test was calculated.

【0028】(c)細孔径分布 ポロシメーターにより、実施例1のセメント成形体及び
比較例2のセメント硬化体につき細孔径分布を測定し、
結果を図1、図2に示した。
(C) Pore size distribution The pore size distribution of the cement molded product of Example 1 and the cured cement of Comparative Example 2 was measured using a porosimeter.
The results are shown in FIGS.

【0029】[0029]

【発明の効果】本発明のセメント成形体は、炭酸化処理
をすることにより該成形体内部の細孔が炭酸化物によっ
て充填され緻密化されているので、吸水率が低下し、セ
メント硬化体内部への水の侵入が制限され、耐水性が向
上する。従って、本発明による屋根材、外装壁材、浴室
材等の各種のセメント二次製品は、長期の耐候性、耐久
性に優れており、機械的強度が安定しているので、利用
価値が極めて大きい。
According to the present invention, since the pores inside the molded body are filled with carbonate and densified by the carbonation treatment, the cement molded body of the present invention has a reduced water absorption, and the cement cured body has The penetration of water into water is restricted, and the water resistance is improved. Therefore, various cement secondary products such as roofing materials, exterior wall materials, and bathroom materials according to the present invention are excellent in long-term weather resistance and durability, and have stable mechanical strength, so that their utility value is extremely high. large.

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

【図1】実施例1のセメント成形体の細孔径分布の測定
データーである。
FIG. 1 is measurement data of pore size distribution of a cement molded body of Example 1.

【図2】比較例2のセメント硬化体の細孔径分布の測定
データーである。
FIG. 2 is measurement data of pore size distribution of a cured cement body of Comparative Example 2.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 吸水率が20%以下のセメント硬化体を
炭酸化処理をして得られることを特徴とするセメント成
形体。
1. A cement molding obtained by subjecting a hardened cement having a water absorption of 20% or less to a carbonation treatment.
JP10053599A 1998-03-05 1998-03-05 Cement formed body Pending JPH11246283A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10053599A JPH11246283A (en) 1998-03-05 1998-03-05 Cement formed body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10053599A JPH11246283A (en) 1998-03-05 1998-03-05 Cement formed body

Publications (1)

Publication Number Publication Date
JPH11246283A true JPH11246283A (en) 1999-09-14

Family

ID=12947353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10053599A Pending JPH11246283A (en) 1998-03-05 1998-03-05 Cement formed body

Country Status (1)

Country Link
JP (1) JPH11246283A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014214030A (en) * 2013-04-22 2014-11-17 国立大学法人東京大学 Method for producing material comprising cement hardened body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014214030A (en) * 2013-04-22 2014-11-17 国立大学法人東京大学 Method for producing material comprising cement hardened body

Similar Documents

Publication Publication Date Title
Bentur et al. Curing effects, strength and physical properties of high strength silica fume concretes
KR101654568B1 (en) Early strength type shotcrete composite
KR100643524B1 (en) Mortar mixed for covering on deteriorated concrete and method for covering on deteriorated concrete
KR100613902B1 (en) Mortar composition having improved strength and durability
KR101052602B1 (en) High performance floor mortar composition using fluidizing compound and method for preparing same
JP2007177077A (en) Grouting material
JPS6042260A (en) Admixing agent for mortar
JP7034573B2 (en) Fast-curing polymer cement composition and fast-curing polymer cement mortar
JPH11246283A (en) Cement formed body
JP5107557B2 (en) Cement composition
JPH11228253A (en) High-strength hardened cement body
JPH02275739A (en) Floor coating material and its production
JP4028966B2 (en) Method for producing cement-based composition
JP2010105831A (en) Polymer cement composition
JP2503772B2 (en) Fast-curing self-leveling flooring composition
JP2000007466A (en) Woody cement hardened body
JPH10330146A (en) Production of hydraulic inorganic molded product
JP7403342B2 (en) Cement composition and its manufacturing method, and mortar
JPS61146742A (en) Self leveling floor material
JP3311985B2 (en) Semi-flexible pavement material, semi-flexible pavement using the same, and method of constructing the same
JP6959045B2 (en) Self-fluid hydraulic composition, self-fluid mortar and hardened mortar
JPH11314979A (en) Production of cement hardened body
JP2006306655A (en) Method for suppressing deterioration of mortar or concrete
JPH1171157A (en) Hydraulic composition
JP2654559B2 (en) Mortar for modeling

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20031224

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20040720