JPH10279342A - Concrete composition - Google Patents

Concrete composition

Info

Publication number
JPH10279342A
JPH10279342A JP11598097A JP11598097A JPH10279342A JP H10279342 A JPH10279342 A JP H10279342A JP 11598097 A JP11598097 A JP 11598097A JP 11598097 A JP11598097 A JP 11598097A JP H10279342 A JPH10279342 A JP H10279342A
Authority
JP
Japan
Prior art keywords
polymer
concrete
emulsion
zeolite
concrete 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.)
Pending
Application number
JP11598097A
Other languages
Japanese (ja)
Inventor
Tatsuo Kobayashi
辰夫 小林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP11598097A priority Critical patent/JPH10279342A/en
Publication of JPH10279342A publication Critical patent/JPH10279342A/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
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/047Zeolites

Abstract

PROBLEM TO BE SOLVED: To obtain concrete having high strength and toughness by using natural zeolite having a base substitution function as aggregate and mixing a high- polymer aq. emulsion and cement therewith under agitation, thereby forming the concrete. SOLUTION: This concrete compsn. is formed by using the natural zeolite having the base substitution function as the aggregate, adding inorg. filler agents and fibrous reinforcing materials and mixing the high-polymer aq. emulsion and the cement therewith under agitation. The water in the high-polymer aq. emulsion is electrolyzed by the permanent charge by the base substitution function of the natural zeolite to generate hydrogen and to accelerate the water reducing effect reaction of the hydraulic cement. Further, the crystal structure axes of the zeolite are misaligned and, therefore, the charge accumulation quantity is changed by grain sizes, by which the initial strength development rate of the concrete may be changed. Pyroelectric self-firing is induced by the effect of the permanent charge, by which high hardness is obtd. An acrylic resin is used for the high polymer of the high-polymer aq. emulsion and the water having the small clusters of molecules and high penetrability is preferably used.

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、塩基置換容量を持
つ天然ゼオライトと水硬性セメントの混合物に、高分子
系水性エマルジョンを混合して作られたコンクリート組
成物であり、特にコンクリート2次製品に於ては,従来
の大きな問題点であつた、初期の強度発現短縮による生
産性の向上、軽量、高硬度と靭性の拡大性能が望まれて
いた。この問題が解決出来れば衝撃破損の防止、施工性
に著しい効果を与え又コンクリート構造物に於ては、高
接着力による補強、防水、工期短縮に大きな効果を期待
出来る。建築材料、土木施工分野に、広く利用分野が期
待できる技術である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete composition prepared by mixing a mixture of natural zeolite having a base substitution capacity and hydraulic cement with a polymer-based aqueous emulsion, and particularly to a concrete secondary product. In this regard, there have been demands for productivity improvement by shortening the initial strength development, light weight, high hardness and toughness expansion performance, which have been major problems in the past. If this problem can be solved, it will have a remarkable effect on prevention of impact damage and workability. In concrete structures, great effects can be expected on reinforcement, waterproofing, and shortening the construction period due to high adhesive strength. This technology is expected to be widely used in building materials and civil engineering.

【0002】[0002]

【従来の技術】従来のコンクリート組成物は最終強度発
現の所要時間は、約4週間を要している。その理由は、
コンクリート組成物内のセメントの水和硬化反応が終了
し、強度発現に対応する水分の反応、放出がなされる時
間が必要な為である。この問題を解決するため、早強セ
メント、減水剤等を使用して、強度発現時間を短縮する
プロセスが利用されることもあるが、ひび割れの発生の
確率が高い。また最近に於ては、超硬度の粒子であるガ
ーネツトとセメントの混合材に、水性高分子エマルジョ
ンを混合してなるコンクリート組成物が開発され、使用
され始めている。この材料は、従来のコンクリート組成
物に複合すると、耐衝撃性、高硬度靭性、接着性等の大
幅性能改善が為されている。これは、ガーネツトが宝石
に近い表面硬度を有する細砂状のもので、コンクリート
骨材としての粒子の高硬度と、高分子系水性セメントエ
マルジョンの複合コンクリート面えの浸透性により構成
された。しかし、価額の高いガーネツトを原材料にして
いること、ガーネツトの比重が約4と重く、セメントと
の比重差が大きく、事前混合工程が必要になり、重量と
価額経済性に問題を残している。したがつて、既存のコ
ンリート構造物の補強、ひび割れ、床面の防水補修等に
は良いが、コンクリート2次製品えの利用には、この問
題を解決する必要が技術的に残されていた。
2. Description of the Related Art The time required for a conventional concrete composition to reach its final strength is about four weeks. The reason is,
This is because the hydration-hardening reaction of the cement in the concrete composition is completed, and it is necessary to have time for the reaction and release of moisture corresponding to the strength development. In order to solve this problem, a process of shortening the strength development time using an early-strength cement, a water reducing agent, or the like may be used, but the probability of occurrence of cracks is high. Also, recently, a concrete composition obtained by mixing an aqueous polymer emulsion with a mixture of garnet and cement, which are ultra-hard particles, has been developed and started to be used. When this material is combined with a conventional concrete composition, the performances such as impact resistance, high hardness toughness, and adhesiveness are greatly improved. This is a fine sand-like garnet having a surface hardness close to that of a gem, and was constituted by the high hardness of particles as a concrete aggregate and the permeability of a composite concrete surface of a polymer-based aqueous cement emulsion. However, the garnet having a high price is used as a raw material, the specific gravity of the garnet is as high as about 4, and the specific gravity difference between the garnet and the cement is large. Therefore, while it is good for reinforcing existing cracks, repairing cracks, and waterproofing the floor, it is technically necessary to solve this problem in the use of secondary concrete products.

【0003】[0003]

【発明が解決しようとする課題】これらの問題を解決す
るためには、低価額原料を使用して、軽量で、高硬度で
靭性があり、生産性向上に必要な、強度発現時間の短縮
の出来る、コンクリート組成物の出現が出現が望まれて
きた。
SUMMARY OF THE INVENTION In order to solve these problems, it is necessary to use a low-cost raw material, to be lightweight, to have a high hardness and toughness, and to shorten the time required for developing the strength necessary for improving the productivity. There has been a desire for a possible concrete composition.

【0004】発明が解決しようとするコンクリート組成
物に於て、どのようにして、軽量の骨材原料を使用し
て、強度発現速度の短縮を有効ならしめ、高硬度で靭性
のある軽量コンクリート配合を得ることが出来るかであ
つた。
[0004] In the concrete composition to be solved by the invention, how to reduce the strength development speed by using a lightweight aggregate raw material, and to mix high hardness and tough lightweight concrete Was able to be obtained.

【0005】[0005]

【課題を解決するための手段】本発明者は、高分子系水
性エマルジョンを使用した水硬化性セメントの組成物の
配合材料を研究する過程に於て、コンクリート組成物の
軽量化、強度発現速度の短縮と、高硬度で靭性を出す大
きな要因として、コンクリートの骨材の物性に着目し、
各種の骨材を使用して実験をおこなつた結果、天然ゼオ
ライトの中にある塩基置換機能が大きな効果機能を発揮
することを発見し、これを、骨材として使用した結果、
強度発現速度の短縮、高硬度で靭性のある軽量のコンク
リートの組成物にを得ることが確認され、更に、該ゼオ
ライトの粒度分布を適正に変化させる事により、初期硬
度発現速度を調整することが出来たので、本発明を完成
した。
SUMMARY OF THE INVENTION In the course of studying the compounding material of a composition of a water-curable cement using a polymer-based aqueous emulsion, the present inventor reduced the weight of a concrete composition and the rate of strength development. Focusing on the physical properties of concrete aggregates, as a major factor in shortening and increasing toughness with high hardness,
As a result of conducting experiments using various types of aggregates, we found that the base substitution function in natural zeolite exerts a great effect function, and as a result of using this as an aggregate,
It has been confirmed that it is possible to obtain a lightweight concrete composition having a reduced strength development speed and high hardness and toughness.Furthermore, by appropriately changing the particle size distribution of the zeolite, it is possible to adjust the initial hardness development speed. Thus, the present invention has been completed.

【0006】本発明の原理は、高分子系水性エマルジョ
ン混合水硬性コンクリート組成物に於て、コンクリート
骨材に、結晶構造に塩基置換機能を有する天然ゼオライ
トを用いることにより、永久電荷の電気分解作用によ
り、高分子系水性エマルジョンの水が電気分解を起こ
し、発生した水素により、水硬性セメントの減水効果反
応を促進する。更に、該ゼオライトは結晶構造軸がずれ
ているので、粒度により、電荷集積量を変化させること
が出来る。この効果により、強度発現速度の短縮及び制
御が可能になり、必要な初期強度及び高硬度が得られ
る。
The principle of the present invention is to use a natural zeolite having a base substitution function in the crystal structure as a concrete aggregate in a polymer-based aqueous emulsion-mixed hydraulic concrete composition to provide a permanent charge electrolysis effect. As a result, the water of the polymer-based aqueous emulsion causes electrolysis, and the generated hydrogen promotes the water reducing effect reaction of the hydraulic cement. Further, since the crystal structure axis of the zeolite is shifted, the charge accumulation amount can be changed depending on the particle size. By this effect, the strength development speed can be shortened and controlled, and the required initial strength and high hardness can be obtained.

【0007】該天然ゼオライト骨材の有する結晶体内の
空隙に、低電圧電気分解により水のクラスターの小さく
なつた水硬性高分子セメントエマルジョンが浸透して、
曲げに対する補強効果を生じさせ、靭性を与える。更
に、該永久結晶電荷の作用により、蕉電自己焼成が行わ
れ、高硬度が得られる。これにより軽量、強度発現速度
の短縮、高硬度で靭性のあるコンクリート組成物を作る
ことが出来る。
[0007] Hydraulic polymer cement emulsion in which water clusters have been reduced by low voltage electrolysis penetrates into voids in the crystal of the natural zeolite aggregate,
Produces a reinforcing effect on bending and gives toughness. Further, by the action of the permanent crystal charge, Shoden self-firing is performed, and high hardness is obtained. This makes it possible to produce a concrete composition that is lightweight, has a reduced strength development speed, and has high hardness and toughness.

【0008】コンクリート組成物において、天然ゼオラ
イトの塩基置換機能に着目した骨材を論理的に使用し、
これに、高分子水性エマルジョンとセメントを撹拌混合
して作られたコンクリート組成物は従来の技術にはな
く、さらに、該ゼオライトの粒度分布域を利用しての、
初期強度発現速度制御を可能にしたコンクリート組成物
は全く新しい技術である。
[0008] In the concrete composition, aggregates focused on the base substitution function of natural zeolite are logically used,
In addition, a concrete composition made by stirring and mixing a polymer aqueous emulsion and cement is not in the prior art, and further, utilizing the particle size distribution region of the zeolite,
The concrete composition which enables the control of the initial strength development rate is a completely new technology.

【0009】本発明の特性を作るコンクリート組成物の
骨材に使用される天然ゼオライト材は、沸石と称される
天然鉱物である。天然ゼオライトには、塩基置換容量が
大きいものと、微小のものがある。本発明に使用される
天然ゼオライトは前者の塩基置換容量と呼ばれる機能の
大きい結晶構造のものが主として使用される。この作用
は、磁石のように、陽イオンを保持したり、離したりす
る作用の永久電荷特性を有する。さらに、結晶電荷の集
積量を粒度により変化させる事が出来る。
[0009] The natural zeolite material used in the aggregate of the concrete composition that produces the properties of the present invention is a natural mineral called zeolite. Natural zeolites are classified into those having a large base substitution capacity and those having a small base substitution capacity. The natural zeolite used in the present invention mainly has a crystal structure with a large function called the former base substitution capacity. This action has the permanent charge characteristic of holding and releasing cations, like a magnet. Further, the amount of crystal charge accumulation can be changed according to the particle size.

【0010】高分子水性エマルジョンは水の中に高分子
微粒子を分散させて作られた水溶液で、高分子のうち一
般的にはアクリル系樹脂が使われるが、その他の高分子
でも良い。尚、高分子系水性エマルジョンに使用される
水は、波動または低電気分解により、水の分子のクラス
ターの小さい高浸透性の水を使用する事が好ましい。
The aqueous polymer emulsion is an aqueous solution prepared by dispersing polymer fine particles in water. An acrylic resin is generally used among polymers, but other polymers may be used. As the water used in the polymer-based aqueous emulsion, it is preferable to use highly permeable water having small clusters of water molecules by wave or low electrolysis.

【0011】セメントは、水硬性ポルトラントセメン
ト、ホワイトセメントが使用される。これらの該4要素
のほかに、必要に応じて補強フィラーとして、ガーネツ
ト等の、無機微細充填材等を付加することもある。
As the cement, hydraulic portland cement and white cement are used. In addition to these four elements, an inorganic fine filler such as garnet may be added as a reinforcing filler if necessary.

【0012】[0012]

【発明の実施形態】本発明によるコンクリート組成物
は、大きい塩基置換機能を有する天然ゼオライト骨材
を、高分子水性セメントエマルジョンに混合硬化させる
ことによつて、従来の同一系コンクリート配合と比較し
て飛躍的に、高硬度で靭性のある強度発現速度の早い軽
量のコンクリート組成物を得ることが出来るので、土木
建築分野の補強、接着防水剤、工場生産を主体とする壁
材、床材、屋根材、間仕切材等に有用である。
BEST MODE FOR CARRYING OUT THE INVENTION The concrete composition according to the present invention is obtained by mixing a natural zeolite aggregate having a large base substitution function into a polymer aqueous cement emulsion and hardening it, as compared with a conventional homogeneous concrete mixture. Dramatically, it is possible to obtain a high-hardness, tough, lightweight concrete composition with a high toughness and a high rate of strength development. It is useful for materials, partition materials, etc.

【実施例】以下、本発明を数値と図により詳述するが、
これによつて本発明が限定されるものではない。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to figures and figures.
The present invention is not limited by this.

【0013】陽イオン交換容量180±10meg/l
oog、標準粒度が10〜16メツシュの天然ゼオライ
ト50wt%、ポルトラントセメント50wt%の混合
材料と、アクリル樹脂35wt%、水65wt%の高分
子系エマルジョン230mlを撹拌混合してコンクリー
ト組成物を作り、JIS5201に準拠して、物性の確
認を行つた結果下記の物性を示した。 材令14日 材令28日一般モルタル参考値 圧縮強度 550Kgf/cm 200Kgf/cm 曲げ強度 140Kgf/cm 45Kgf/cm 接着強度 25kgf/cm 9Kgf/cm 脱型時間 12時間 48時間 以上の結果より、天然ゼオライト粒子の塩基交換機能の
効果がセメントと高分子水性エマルジョンの混合配合に
於て、優れたコンクリート組成物を作り出す事が実証さ
れた。
Cation exchange capacity 180 ± 10 meg / l
oog, a mixed material of 50 wt% of natural zeolite having a standard particle size of 10 to 16 mesh, 50 wt% of portland cement, and 35 ml of acrylic resin, 230 ml of a polymer emulsion of 65 wt% of water are stirred and mixed to prepare a concrete composition. The following physical properties were shown as a result of confirming the physical properties in accordance with JIS5201. Material age 14 days material age 28 generally mortar nominal compressive strength 550Kgf / cm 2 200Kgf / cm 2 flexural strength 140Kgf / cm 2 45Kgf / cm 2 adhesive strength 25kgf / cm 2 9Kgf / cm 2 demold time of 12 hours 48 hours or more From the results, it was demonstrated that the effect of the base exchange function of the natural zeolite particles produces an excellent concrete composition in the mixture of the cement and the polymer aqueous emulsion.

【0014】[0014]

【発明の効果】本発明は、上記のような構成であるため
以下の優れた効果を奏する物である。 (a)コンクリート組成物の、軽量化、初期強度発現の
制御が、該ゼオライトの塩基置換機能及び粒度選択効果
により出来るので、コンクリート2次製品の生産性向
上、原価引き下げ、運搬、施工に大きく役立てる事が出
来る。 (b)該ゼオライトは天然無機材料で、ガーネツトに比
較して、価額は大幅に安い。特に コンクリート組成物
の骨材に使用する場合、粒度の選択をすればポーラス結
晶面にセメントモルタルの浸透付着が可能になり、高硬
度におけるコンクリート組成物の靭性を向上させる事が
可能である。したがつて、安価で軽量、高表面硬度、耐
衝撃性のある高強度のコンクリート2次製品を作る事が
出来る。 (c)該コンクリート組成物は、該ゼオライトの有する
結晶永久電荷の作用により、蕉電自己焼成が可能にな
り、表面硬度が陶器に近い領域まで向上するので、外傷
を防止出来る。したがつて、輸送梱包材、運搬費が節約
出来る。
The present invention has the following advantages because of the above configuration. (A) The weight reduction and initial strength development of the concrete composition can be controlled by the zeolite's base substitution function and particle size selection effect, which greatly contributes to productivity improvement, cost reduction, transportation and construction of secondary concrete products. I can do things. (B) The zeolite is a natural inorganic material, and its value is significantly lower than that of garnet. In particular, when used as an aggregate of a concrete composition, if the particle size is selected, the cement mortar can penetrate and adhere to the porous crystal surface, and the toughness of the concrete composition at high hardness can be improved. Therefore, it is possible to produce a high-strength concrete secondary product that is inexpensive, lightweight, has high surface hardness, and has high impact resistance. (C) The concrete composition can be self-fired by the action of the crystal permanent charge of the zeolite, and its surface hardness is improved to a region close to pottery, so that trauma can be prevented. Therefore, transportation packaging materials and transportation costs can be saved.

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

【図1】本発明のコンクリート組成物に使用される塩基
置換機能を有する天然ゼオライトの結晶軸芯ずれモデル
と、これによる結晶電荷保持の、水素発生の水の電気分
解メカニズム模索図を示す。
FIG. 1 shows a model of a crystal axis misalignment of a natural zeolite having a base substitution function used in a concrete composition of the present invention, and a schematic drawing of an electrolysis mechanism of hydrogen-generating water for retaining a crystal charge by the model.

【図2】結晶電荷集積による水の低電圧電気分解で出来
た、不安定水素分子を持つ水のヒドロキシルイオンの模
索図
Fig. 2 Schematic drawing of hydroxyl ions of water with unstable hydrogen molecules, produced by low-voltage electrolysis of water by crystal charge accumulation

【図3】本発明のコンクリート組成物のゼオライト粒子
表面の浸透接着メカニズムにより、該組成物に靭性効果
を与える模索図
FIG. 3 is a schematic view of a concrete composition of the present invention having a toughness effect on a zeolite particle surface by a permeation adhesion mechanism on the surface of the composition.

【符号の説明】[Explanation of symbols]

1 塩基置換容量天然ゼオライトのポーラス結晶モデ
ル本体を示す 2 該ゼオライトの軸芯のずれを示す 3 結晶電荷により水が電気分解するときに出来る、
ヒドロキシルイオンの分子構造を示す 4 該分子構造に於て、遊離し易い水素分子を示す 5 該ゼオライトのポーラスな結晶表面を示す 6 該ポーラス結晶の周囲に浸透接着する高分子水性
エマルジョンセメントモルタルの状態を示す
1 shows the body of the porous crystal model of a natural zeolite having a base substitution capacity 2 shows the displacement of the axis of the zeolite 3 shows that water is electrolyzed by the crystal charge
Shows the molecular structure of hydroxyl ions 4 Shows hydrogen molecules that are easily released in the molecular structure 5 Shows the porous crystal surface of the zeolite 6 State of polymer aqueous emulsion cement mortar that permeates and adheres around the porous crystals Show

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 103:10 111:20 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI C04B 103: 10 111: 20

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】塩基置換容量を有するゼオライトと水硬性
セメントとの混合材料を、高分子系水性エマルジョンに
混合して作られた、コンクリート組成物
1. A concrete composition prepared by mixing a mixed material of zeolite having a base substitution capacity and hydraulic cement with a polymer aqueous emulsion.
【請求項2】該コンクリート組成物に於て、該ゼオライ
トの粒度を変化させて、初期強度発現速度を変化させる
ようにしたことを特徴とする該組成物
2. The concrete composition according to claim 1, wherein the zeolite has a different particle size to change the initial strength development rate.
【請求項3】該コンクリート組成物に於て、無機充填
剤、繊維、チツプ状の補強材を混合又は複合したことを
特徴とする該組成物
3. The concrete composition according to claim 1, wherein an inorganic filler, a fiber and a chip-like reinforcing material are mixed or compounded.
JP11598097A 1997-04-01 1997-04-01 Concrete composition Pending JPH10279342A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11598097A JPH10279342A (en) 1997-04-01 1997-04-01 Concrete composition

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Application Number Priority Date Filing Date Title
JP11598097A JPH10279342A (en) 1997-04-01 1997-04-01 Concrete composition

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JPH10279342A true JPH10279342A (en) 1998-10-20

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001316556A (en) * 2000-05-10 2001-11-16 Shigeaki Shinpo Composite acrylic resin composition
WO2002102737A1 (en) * 2000-05-10 2002-12-27 Hi-Bx Co., Ltd Composite acrylic resin composition
WO2004033385A1 (en) * 2002-10-11 2004-04-22 Young Sik Yoon Imitation stone board for decoration of building
US20130022510A1 (en) * 2010-11-30 2013-01-24 General Electric Company Membrane structures suitable for gas separation, and related processes

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001316556A (en) * 2000-05-10 2001-11-16 Shigeaki Shinpo Composite acrylic resin composition
WO2002102737A1 (en) * 2000-05-10 2002-12-27 Hi-Bx Co., Ltd Composite acrylic resin composition
WO2004033385A1 (en) * 2002-10-11 2004-04-22 Young Sik Yoon Imitation stone board for decoration of building
US20130022510A1 (en) * 2010-11-30 2013-01-24 General Electric Company Membrane structures suitable for gas separation, and related processes

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