JP2000263541A - Manufacture of cement cured body - Google Patents

Manufacture of cement cured body

Info

Publication number
JP2000263541A
JP2000263541A JP6824099A JP6824099A JP2000263541A JP 2000263541 A JP2000263541 A JP 2000263541A JP 6824099 A JP6824099 A JP 6824099A JP 6824099 A JP6824099 A JP 6824099A JP 2000263541 A JP2000263541 A JP 2000263541A
Authority
JP
Japan
Prior art keywords
cement
mixer
water
hardened
examples
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
JP6824099A
Other languages
Japanese (ja)
Inventor
Kenta Masuda
賢太 増田
Katsumi Matsui
克己 松井
Norifumi Nagata
憲史 永田
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.)
Kenzai Gijutsu Kenkyusho KK
Original Assignee
Kenzai Gijutsu Kenkyusho KK
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 Kenzai Gijutsu Kenkyusho KK filed Critical Kenzai Gijutsu Kenkyusho KK
Priority to JP6824099A priority Critical patent/JP2000263541A/en
Publication of JP2000263541A publication Critical patent/JP2000263541A/en
Pending legal-status Critical Current

Links

Landscapes

  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To uniformly mix a cement slurry composition in a short time by mixing at least reinforcing fibers, a filler and water under the wet conditions to improve the performance of a cement cured body because of the uniform mixture and stabilize the quality. SOLUTION: In a cement cured body manufacturing method in which a fast- setting cement slurry composition containing cement, water, reinforcing fibers, a filler and an admixture are kneaded continuously by a mixer, formed and cured, at least reinforcing fibers, a filler and water are mixed all together by a wet process preliminarily and a mixture formed therein is fed continuously into the mixer separately from the cement.

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】本発明はセメント硬化体の製
造方法に関し、さらに詳しくは複数の原材料から構成さ
れる速硬性を有するセメントスラリー組成物を短時間の
内に均質に連続混合して均質なセメント硬化体を効率よ
く製造する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a hardened cement body, and more particularly, to a method for producing a hardened cement slurry composed of a plurality of raw materials and having a quick-setting property by homogeneously and continuously mixing within a short time. The present invention relates to a method for efficiently producing a hardened cement body.

【0002】[0002]

【従来の技術】セメント硬化体、特にセメント系板材
は、セメント及び水に加えて補強繊維、フィラー材及び
混和剤を配合して製造される。そしてその製造法は、効
率性の点から、速硬性を有するセメントスラリー組成物
として連続流し込みにより成形、板状化するという手段
が採用されている(特開平10−139520号公
報)。
2. Description of the Related Art A hardened cement body, particularly a cement board, is produced by blending a reinforcing fiber, a filler material and an admixture in addition to cement and water. In the production method, from the viewpoint of efficiency, a method of forming and slurrying a cement slurry composition having rapid curing by continuous pouring is adopted (Japanese Patent Application Laid-Open No. H10-139520).

【0003】[0003]

【発明が解決しようとする課題】この技術は短時間の内
に効率よくセメント系板材が得られる点において画期的
なものであるが、セメントスラリー組成物が速硬性を有
しているので、原材料の混合は短時間のうちに終了させ
る必要があり、結果として、滞留時間の著しく短い連続
混合が必要となる。一方、これらのセメント硬化体の製
造にあたってはセメントスラリー組成物に、補強繊維や
フィラー材、混和剤など、複数の原材料が配合されるた
め短時間のうちに均質混合するのは困難である。このた
め、こうした原料系の混合には、強力な撹拌ができる高
性能の連続ミキサーが使用されるが、これらのセメント
硬化体では、原材料間における比重差が大きく、且つ表
面性状が異なるため、高性能ミキサーを使用しても、な
お均質性に欠けるという問題があった。
This technique is epoch-making in that a cement-based plate material can be obtained efficiently within a short time, but since the cement slurry composition has a quick-setting property, The mixing of the raw materials must be completed within a short time, and as a result, continuous mixing with a very short residence time is required. On the other hand, in the production of these hardened cement bodies, it is difficult to uniformly mix them in a short time because a plurality of raw materials such as reinforcing fibers, filler materials, and admixtures are blended with the cement slurry composition. For this reason, a high-performance continuous mixer capable of strong stirring is used for mixing such raw material systems. However, these cement hardened bodies have a large specific gravity difference between raw materials and have different surface properties. Even with the use of a performance mixer, there is still a problem of lack of homogeneity.

【0004】従って本発明の目的は、速硬性を有し、且
つ複数の原材料から構成されるセメントスラリー組成物
を短時間のうちに均質混合し、効率よく均質なセメント
硬化体を得るための方法を提供することにある。
Accordingly, an object of the present invention is to provide a method for efficiently mixing a cement slurry composition comprising a plurality of raw materials, which has a rapid setting property, in a short time to obtain a homogeneous hardened cement body efficiently. Is to provide.

【0005】[0005]

【課題を解決するための手段】かかる実状に鑑み、本発
明者らは鋭意研究を重ねた結果、原材料のうち、少なく
とも水、補強繊維及びフィラーを予め湿式で混合してお
き、セメント等の成分とは別個にミキサーに連続的に供
給すれば速硬性を有するセメントスラリー組成物が短時
間のうちに均質に連続混合される結果、均質なセメント
硬化体が工業的に有利に製造できることを見出し、本発
明を完成した。
Means for Solving the Problems In view of this situation, the present inventors have conducted intensive studies, and as a result, at least water, reinforcing fibers and fillers among raw materials have been mixed in advance by a wet method, and components such as cement and the like have been obtained. As a result, if the cement slurry composition having quick setting is continuously and uniformly mixed in a short time if continuously supplied to the mixer separately, it has been found that a homogeneous hardened cement body can be produced industrially advantageously, The present invention has been completed.

【0006】すなわち、本発明は、セメント、水、補強
繊維、フィラー及び混和剤を含有する速硬性のあるセメ
ントスラリー組成物を連続的にミキサーで混練し、成
形、硬化するセメント硬化体の製造方法において、少な
くとも補強繊維、フィラー及び水を予め湿式で混合し、
該混合物をセメントとは別個にミキサーに連続的に供給
することを特徴とするセメント硬化体の製造方法を提供
するものである。
That is, the present invention provides a method for producing a hardened cement body in which a rapidly hardening cement slurry composition containing cement, water, reinforcing fibers, filler and admixture is continuously kneaded with a mixer, molded and hardened. In, at least reinforcing fibers, filler and water are mixed in advance in a wet manner,
Another object of the present invention is to provide a method for producing a hardened cement, comprising continuously supplying the mixture to a mixer separately from the cement.

【0007】[0007]

【発明の実施の形態】本発明のセメント硬化体の製造に
用いられるセメントスラリー組成物は、セメント、水、
補強繊維、フィラー及び混合剤を含有する速硬性のある
ものである。
BEST MODE FOR CARRYING OUT THE INVENTION A cement slurry composition used for producing a hardened cement body of the present invention comprises cement, water,
It is a fast-curing material containing a reinforcing fiber, a filler and a mixture.

【0008】本発明に使用されるセメントは高生産性を
実現するために、速硬性、すなわちJIS R 5201に基づく
ビガー針試験において100分以内であるものを使用す
ることが好ましい。具体的には早強セメント、ジェット
セメント、アーウィン系セメント、エコセメントなどが
挙げられる。ここでエコセメントは、都市ゴミ焼却灰及
び下水汚泥焼却灰からなる郡から選択された一種以上の
焼成物を含む水硬性組成物であって、C11A7CaCl2 を1
0〜40重量%含み、かつC2S 及びC3S からなる郡から
選択された一種以上を含む焼成物と石膏とを含む水硬性
組成物であり、例えば特開平7-165446号公報の環境調和
型水硬性組成物、特開平7-165447号公報の速硬型混合セ
メント、特開平9-309750号の生活・産業廃棄物を利用し
たセメント等が挙げられる。
In order to achieve high productivity, the cement used in the present invention preferably has a fast setting property, that is, a cement which is less than 100 minutes in a Bigger needle test based on JIS R 5201. Specific examples include early-strength cement, jet cement, Irwin cement, and eco-cement. Here Ecocement is a hydraulic composition comprising one or more of the burned material selected from the county consisting municipal waste incineration ash and sewage sludge incineration ash, the C 11 A 7 CaCl 2 1
It is a hydraulic composition containing gypsum and a calcined product containing 0 to 40% by weight and containing at least one selected from the group consisting of C 2 S and C 3 S. Examples include a harmony type hydraulic composition, a rapid-hardening mixed cement disclosed in Japanese Patent Application Laid-Open No. H7-165447, and a cement using living and industrial wastes described in Japanese Patent Application Laid-Open No. 9-309750.

【0009】また本発明に使用できるセメントは上記セ
メント以外に、後述される混和剤の一種である硬化促進
剤を併用することによって速硬性を付与されていれば、
普通ポルトランドセメントなどの硬化速度の遅いセメン
トも使用可能である。ここで硬化促進剤としては、セメ
ントスラリーの硬化速度を促進させる目的で配合される
ものであり、例えばカルシウム化合物(消石灰、生石
灰、塩化カルシウム、アルミン酸カルシウム等)、アル
ミニウム化合物(酸化アルミニウム、水酸化アルミニウ
ム)や硫酸塩、硝酸塩などの無機化合物が挙げられる。
The cement which can be used in the present invention is not limited to the above-mentioned cement, provided that it is provided with a quick-setting property by using a hardening accelerator which is a kind of an admixture described later.
Cement with a slow setting speed such as ordinary Portland cement can also be used. Here, the hardening accelerator is compounded for the purpose of accelerating the hardening speed of the cement slurry. Examples of the hardening accelerator include calcium compounds (eg, slaked lime, quicklime, calcium chloride, calcium aluminate), and aluminum compounds (aluminum oxide, hydroxide). Aluminum), sulfates, and nitrates.

【0010】本発明に用いられる補強繊維は、機械的強
度の向上、加工性付与を目的に配合されるものである。
具体的には、木片や木質繊維等の木質フィラー、古紙パ
ルプ、バージンパルプ、有機繊維(例えばポリプロピレ
ン(PP)、ビニロン、アクリルなど)、無機繊維(ウ
ォラストナイト、ロックウール、セラミックスファイバ
ーなど)等が挙げられる。
The reinforcing fibers used in the present invention are compounded for the purpose of improving mechanical strength and imparting workability.
Specifically, wood fillers such as wood chips and wood fibers, waste paper pulp, virgin pulp, organic fibers (eg, polypropylene (PP), vinylon, acrylic, etc.), inorganic fibers (wollastonite, rock wool, ceramic fibers, etc.), etc. Is mentioned.

【0011】フィラーは、補強、加工性付与、軽量化、
増量を目的に配合されるものであり、例えば無機・有機
質軽量骨材、砕石、細・粗骨材等が挙げられる。具体例
としては、高炉スラグ、シリカフューム、シリカフラワ
ー珪石、珪石粉などが挙げられる。
The filler is reinforced, imparted with workability, reduced in weight,
It is blended for the purpose of increasing the weight, and examples thereof include inorganic and organic lightweight aggregates, crushed stones, fine and coarse aggregates, and the like. Specific examples include blast furnace slag, silica fume, silica flower silica, silica powder, and the like.

【0012】混和剤としては、具体的には、スラリー流
動化剤、スラリー粘性調整剤、硬化促進剤、各種分散剤
等が挙げられる。
Specific examples of the admixture include a slurry fluidizer, a slurry viscosity modifier, a hardening accelerator, and various dispersants.

【0013】本発明においては、これらの原材料のう
ち、少なくとも補強繊維、フィラー及び水を予め湿式で
混合する。混合方法はバッチでも連続でも良いが、均質
混合にはバッチ式の混合が好ましい。ここで予備混合に
使用するミキサーとしては、一般に普及しているものを
全て使用することができるが、具体的には、ヘンシェル
ミキサー、バドルミキサー、オムニミキサー、リボンミ
キサー、レディゲ(プロシェア)ミキサー等が挙げられ
る。
In the present invention, among these raw materials, at least reinforcing fibers, fillers and water are mixed in advance by a wet method. The mixing method may be batch or continuous, but batch mixing is preferred for homogeneous mixing. Here, as the mixer used for the pre-mixing, all commonly used mixers can be used, but specifically, a Henschel mixer, a paddle mixer, an omni mixer, a ribbon mixer, a ladyge (Proshare) mixer, and the like. Is mentioned.

【0014】本発明においては、補強繊維とフィラー
は、予め湿式、すなわち水とともに混合することが必至
であり、補強繊維とフィラーを乾燥状態で混合しても均
一に混合することはできず、本発明の効果は得られな
い。ここで、水の配合量は、得られるセメント硬化体の
比重、所望の強度等から、水/セメント比として20〜
150%が好ましい。そして、本発明では、この水の配
合量の90〜100%をこの予め混合段階で使用するの
が好ましい。
In the present invention, the reinforcing fiber and the filler must be wet-mixed in advance, that is, mixed with water. Even if the reinforcing fiber and the filler are mixed in a dry state, they cannot be mixed uniformly. The effect of the invention cannot be obtained. Here, the compounding amount of water is from 20 to 20 as a water / cement ratio depending on the specific gravity of the obtained cement hardened body, desired strength and the like.
150% is preferred. And in this invention, it is preferable to use 90 to 100% of the compounding quantity of this water in this pre-mixing stage.

【0015】また、混和剤のうち、スラリー流動化剤や
スラリー粘性調整剤及び各種分散剤は、この予備混合段
階で混合しても、セメントとともに供給してもよい。よ
り具体的には、これらの混和剤が、液状の形態である場
合には、予備混合段階で混合することが必要であり、粉
体の形態である場合には予備混合段階で供給しても、セ
メントとともに供給してもよい。また、混和剤のうち硬
化促進剤、特に消石灰のような予備混合物をアルカリ性
にするものは、予備混合段階で混合せず、セメントとと
もに供給するのが好ましい。
[0015] Among the admixtures, the slurry fluidizer, the slurry viscosity modifier and the various dispersants may be mixed in this premixing step or supplied together with the cement. More specifically, when these admixtures are in a liquid form, they need to be mixed in a premixing step, and when they are in a powder form, they can be supplied in a premixing step. , May be supplied with the cement. Further, among the admixtures, those which make the premix such as a hardening accelerator, particularly slaked lime alkaline, are preferably supplied together with the cement without being mixed in the premixing stage.

【0016】また、本発明においてセメントは、上記予
め混合された成分とは別個にミキサーに供給される。セ
メントには、前記の如く、速硬性セメント粉末、セメン
トと硬化促進剤とからなる紛状原料が挙げられる。これ
ら速硬性セメント粉末又はセメントと硬化促進剤からな
る粉状原料のミキサーへの供給は、予備混合物が連続ミ
キサーまで移送される間の移送経路、或いは連続ミキサ
ーに対して予備混合物とは別に直接的に供給する。ここ
で、前者の供給法を採用する場合、スラリー中に速硬性
セメントが供給されるので、セメントの硬化反応が生じ
る前に連続ミキサーに供給する必要がある。とくに速硬
性が著しい場合には、十分な配慮が必要である。そこ
で、速硬性の著しいセメント或いは速硬性セメント及び
組成物を用いる場合には、直接連続ミキサーの中に供給
するのが好ましい。
In the present invention, the cement is supplied to the mixer separately from the above-mentioned premixed components. As described above, examples of the cement include a rapidly hardening cement powder and a powdery raw material composed of cement and a hardening accelerator. The supply of the quick-setting cement powder or the powdery raw material comprising the cement and the setting accelerator to the mixer may be performed by a transfer path during which the premix is transferred to the continuous mixer, or directly to the continuous mixer separately from the premix. To supply. Here, in the case of employing the former supply method, since rapid-hardening cement is supplied in the slurry, it is necessary to supply the cement to a continuous mixer before a hardening reaction of the cement occurs. In particular, when rapid hardening is remarkable, sufficient consideration is required. Therefore, when using a cement having a remarkably fast setting property or a fast setting cement and a composition, it is preferable to supply the cement directly into the continuous mixer.

【0017】続いて連続ミキサーで均一に混合されたス
ラリー組成物は連続流し込み成形に施されてセメント硬
化体となる。連続流し込み成形とは、例えばコンベアー
により移動している所望の形状の成形型枠に、スラリー
組成物を流し込み、スラリー組成物が移動しながら硬化
するという成形手法である。この連続流し込み成形は、
当業界で広く知られている。ミキサーとしては、連続的
に原材料を送入することができ、且つ、その中で混合さ
れたスラリー組成物が連続的に排出され得るものがよ
い。スラリー組成物は、例えばコンベアと共に連続的又
は間欠的に移動する成形型枠に供給され、硬化する。成
形型枠としては、金属製、樹脂製等を使用できるが、ス
ラリー組成物の加温を成形型枠内で行う場合は、耐熱性
の材料からなるものが望ましい。また、得られるセメン
ト硬化体と成形型枠との分離脱型を良好にするために、
離型しやすい型枠素材を採用したり、あるいは離型剤を
施す等の手段を講じるのも好ましい。さらに、セメント
硬化体に様々な意匠を施したい場合には、その意匠に応
じて成形型枠に種々の加工を施すこともできる。続いて
成形型枠内でハンドリングできるまでに硬化したセメン
ト硬化体は、成形型枠から取り出されるが、この時取り
出されたセメント硬化体は、そのまま養生工程に移して
もよいし、必要に応じて寸法合わせを目的とした切断加
工や切削加工、あるいは表面意匠を施すための切削加工
などを施してもよい。
Subsequently, the slurry composition uniformly mixed by the continuous mixer is subjected to continuous casting to form a hardened cement. Continuous casting is a molding technique in which, for example, a slurry composition is poured into a molding die having a desired shape that is moving by a conveyor, and the slurry composition is cured while moving. This continuous casting is
Widely known in the industry. As the mixer, one capable of continuously feeding raw materials and continuously discharging the slurry composition mixed therein is preferable. The slurry composition is supplied to a mold that moves continuously or intermittently together with a conveyor, for example, and cures. A metal mold, resin, or the like can be used as the molding frame. However, when the slurry composition is heated in the molding frame, a material made of a heat-resistant material is desirable. Further, in order to improve the separation and demolding of the obtained cement hardened body and the molding form,
It is also preferable to adopt a mold material that is easy to release, or to take measures such as applying a release agent. Further, when various designs are desired to be applied to the hardened cement body, various processes can be applied to the molding form according to the designs. Subsequently, the cured cement body cured until it can be handled in the molding form is taken out of the molding form, but the cured cement body taken out at this time may be directly transferred to the curing process, or if necessary. A cutting process or a cutting process for the purpose of size adjustment, a cutting process for applying a surface design, or the like may be performed.

【0018】このようにして得られるセメント硬化体の
圧縮強さは、例えば注水後1時間で20kgf/cm2 〜4
0kgf/cm2 、2時間で40kgf/cm2 〜60kgf/cm2
であり、実用上十分である。また、セメント硬化体の形
態は、ALC、サイジング等のセメント系板材が好まし
い。
The compressive strength of the cement hardened material thus obtained is, for example, 20 kgf / cm 2 -4 hours after water injection.
0kgf / cm 2, 2 hours at 40kgf / cm 2 ~60kgf / cm 2
Which is practically sufficient. Further, the form of the cement hardened material is preferably a cement-based plate material such as ALC and sizing.

【0019】[0019]

【実施例】次に本発明の実施例及び比較例により本発明
を具体的に説明するが、本発明はこれらの実施例によっ
てなんら限定されるものではない。
Next, the present invention will be described in detail with reference to examples and comparative examples of the present invention, but the present invention is not limited to these examples.

【0020】なお、以下に記載するセメント硬化体の製
造には、代表的な連続流し込み成形である石膏ボードの
製造ラインを利用して試作を行った。まずスラリー組成
物は、所定の種類のセメントと予め湿式混合された原料
及び水を連続ミキサーへ連続供給し、さらにプレフォー
ム法によって所定の界面活性剤を起泡して形成された気
泡を投入し、混練後連続的にミキサーから排出すること
により得た。このスラリー組成物をコンベアである成形
ライン上に載置した樹脂製の型枠に連続的に流し込み成
形し、該コンベア上の成形型枠中で1〜3時間載置した
まま養生後、さらに樹脂製型枠から脱型後、オートクレ
ーブにて140℃、3時間あるいは180℃、6時間養
生することで試作した。
In the production of a cement hardened material described below, a trial production was performed using a gypsum board production line, which is a typical continuous casting process. First, the slurry composition, a raw material and water that has been wet-mixed in advance with a predetermined type of cement are continuously supplied to a continuous mixer, and bubbles formed by foaming a predetermined surfactant by a preform method are added. After kneading, the mixture was continuously discharged from the mixer. The slurry composition was continuously poured into a resin mold placed on a molding line as a conveyor and molded. After curing for 1 to 3 hours in the mold on the conveyor, the resin composition was further cured. After demolding from the mold making frame, a prototype was produced by curing in an autoclave at 140 ° C. for 3 hours or 180 ° C. for 6 hours.

【0021】得られたセメント硬化体の評価は次の方法
で行った。 (1)表面性状試作されたセメント硬化体の表面状態を
目視によって観察した。
The obtained cured cement was evaluated by the following method. (1) Surface Properties The surface condition of the prototype cement hardened material was visually observed.

【0022】(2)曲げ強度試験 試作されたセメント硬化体から3号供試体(40cm×5
0cm×1.5cm)の試験体を用意し、インストロン万能
試験機を用いて3点曲げにて載荷し、支点間距離40c
m、載荷速度1mm/分で測定した。
(2) Flexural strength test No. 3 specimen (40 cm × 5)
0cm x 1.5cm) specimen was prepared and loaded by 3-point bending using an Instron universal testing machine, and the distance between fulcrums was 40c.
m at a loading speed of 1 mm / min.

【0023】(3)流動性 上記方法によって得られたスラリー組成物が、成形ライ
ン上の型枠内で充分広がり問題なく成形できたものを
(◎)、若干広がりにくく振動などの外部エネルギーを
利用することで成形できたものを(○)、振動などの外
部エネルギー+人間によるこて作業によって成形できた
ものを(△)、全く広がらず成形できなかったものを
(×)として評価した。
(3) Fluidity The slurry composition obtained by the above method was sufficiently spread in a mold on a molding line and formed without any problem (◎). The product that was formed by performing the above operation was evaluated as ()), the product that could be formed by external energy such as vibration + trowel work by a human being (△), and the product that could not be formed without spreading at all was evaluated as (x).

【0024】これらの実施例及び比較例に使用した原材
料は次のようなものである。また表2に本発明の実施例
及び比較例に用いた原料配合表を示す。
The raw materials used in these examples and comparative examples are as follows. Table 2 shows a raw material composition table used in Examples and Comparative Examples of the present invention.

【0025】・セメント:エコセメントA、B(太平洋
セメント(株)製) 鉱物組成は表1を参照。 普通ポルトランドセメント(太平洋セメント(株)製)
Cement: Ecocements A and B (manufactured by Taiheiyo Cement Co., Ltd.) See Table 1 for mineral composition. Ordinary Portland cement (manufactured by Taiheiyo Cement Corporation)

【0026】[0026]

【表1】 [Table 1]

【0027】 ・水:水道水 ・減水材:ナフタレンスルフォン酸系減水剤(山陽国策
パルプ(株)製) ・消石灰:工業用消石灰(古手川産業(株)) ・硫酸アルミニウム(関東化学(株) 試薬1級) ・生石灰:工業用生石灰(吉澤石灰(株)) ・ケイ石:工業用ケイ石 ・フライアッシュ ・メチルセルロース:ハイメトローズ(信越化学(株)
製) ・ガラス繊維:耐アルカリガラス繊維12mm チョップ
ドストランド ・泡剤:D3Dエマール(花王(株)製)
Water: tap water Water reducing material: naphthalene sulfonic acid-based water reducing agent (manufactured by Sanyo Kokusaku Pulp Co., Ltd.) Slaked lime: industrial slaked lime (Kotegawa Sangyo Co., Ltd.) Aluminum sulfate (Kanto Chemical Co., Ltd.) Reagent・ Quick lime: Industrial quick lime (Yoshizawa Lime Co., Ltd.) ・ Silica: Industrial silica ・ Fly ash ・ Methylcellulose: High Metrose (Shin-Etsu Chemical Co., Ltd.)
・ Glass fiber: alkali-resistant glass fiber 12 mm chopped strand ・ Foaming agent: D3D Emar (Kao Corporation)

【0028】[0028]

【表2】 [Table 2]

【0029】表3に実施例1〜6及び比較例1〜4のセ
メント硬化体を示す。
Table 3 shows cured cements of Examples 1 to 6 and Comparative Examples 1 to 4.

【0030】実施例1〜6及び比較例1〜4 実施例1〜6は、セメントを除く非水硬性原料を予め湿
式で予備混合し、該混合物を連続ミキサーに連続的に供
給し、セメントと混合することによって得られたセメン
ト硬化体である。実施例1、4は速硬性セメント、実施
例2、5は速硬性セメントと混和剤として硬化促進剤を
併用したもの、実施例3、6は速硬性を示さないセメン
トと硬化促進剤を併用したものを使用し、本発明による
セメント硬化体を試作した。またその比較例として、非
水硬性原料を予め乾式混合したものを比較例1、3、非
水硬性原料を予備混合せず直接ミキサーへ投入したもの
を比較例2、4にそれぞれ併記する。
Examples 1 to 6 and Comparative Examples 1 to 4 In Examples 1 to 6, the non-hydraulic raw materials excluding cement were preliminarily mixed by a wet method, and the mixture was continuously supplied to a continuous mixer. It is a cement hardened body obtained by mixing. Examples 1 and 4 are quick-setting cements, Examples 2 and 5 are those in which a hardening accelerator is used in combination with a quick-setting cement, and Examples 3 and 6 are a combination of a cement that does not show quick-setting and a hardening accelerator. Using this, a cement hardened body according to the present invention was prototyped. As comparative examples, those obtained by dry-mixing the non-hydraulic raw materials in advance are described in Comparative Examples 1 and 3, and those obtained by directly charging the non-hydraulic raw materials into the mixer without preliminary mixing are also described in Comparative Examples 2 and 4.

【0031】実施例1〜6では、まず所定量(表2参
照)の非水硬性原料を150Lのヘンシェルミキサー
(三井鉱山(株)製)を用いて水(粉体量に対して50w
t.%)で湿式混合を行った。この湿式混合物を連続ミ
キサーへ連続的に供給し、セメントと硬化促進剤、ある
いは速硬性セメントと混合しスラリー組成物を得た。こ
のスラリー組成物を、先に述べたようにコンベアである
成形ライン上に載置した樹脂製の型枠に連続的に流し込
み成形し、該コンベア上の成形型枠中で1〜3時間載置
したまま養生し、さらに樹脂製型枠から脱型後、オート
クレーブにて140℃、3時間あるいは180℃、6時
間養生することで試作した。また比較例1、3の硬化体
は、非水硬性原料を予め乾式で混合し、この混合物を連
続ミキサーに投入して製造したものである。さらに比較
例2、4の硬化体は、非水硬性原料を予備混合なしに、
直接連続ミキサーに投入して製造したものである。なお
比較例1、2は実施例1同様の配合条件、比較例3、4
は実施例6同様の配合条件で行った。
In Examples 1 to 6, first, a predetermined amount (see Table 2) of a non-hydraulic raw material was mixed with water (50 W based on the amount of powder) using a 150 L Henschel mixer (manufactured by Mitsui Mining Co., Ltd.).
t. %). The wet mixture was continuously supplied to a continuous mixer, and mixed with cement and a hardening accelerator or a quick-setting cement to obtain a slurry composition. The slurry composition is continuously cast into a resin mold placed on a molding line that is a conveyor as described above, and is placed in the mold on the conveyor for 1 to 3 hours. After curing as it was, the mold was released from the resin mold, and cured in an autoclave at 140 ° C. for 3 hours or 180 ° C. for 6 hours to produce a prototype. The cured products of Comparative Examples 1 and 3 were produced by mixing non-hydraulic raw materials in advance in a dry manner, and charging the mixture into a continuous mixer. Further, the cured products of Comparative Examples 2 and 4 were obtained without premixing the non-hydraulic raw material.
It is manufactured by directly charging it into a continuous mixer. In Comparative Examples 1 and 2, the same blending conditions as in Example 1 were used, and Comparative Examples 3 and 4 were used.
Was performed under the same blending conditions as in Example 6.

【0032】[0032]

【表3】 [Table 3]

【0033】表3からセメント以外の非水硬性原料を湿
式で予備混合して得られた実施例1〜6のセメント硬化
体は、非水硬性原料を乾式で予備混合した比較例1、3
の硬化体や非水硬性原料を予備混合せずにミキサーに直
接投入して成形した比較例2、4の硬化体に比べ、曲げ
強度、比強度などの機械的強度が向上していることが確
認できた。また硬化体表面の状態も比較例1〜4の硬化
体はまだら模様であるのに対し、実施例1〜6の硬化体
は均一な色を呈していることが目視により判別でき、予
め非水硬性原料を湿式で混合すると、速硬性のセメント
組成物を短時間で均質に混合できることが確認された。
As shown in Table 3, the hardened cements of Examples 1 to 6 obtained by premixing non-hydraulic raw materials other than cement in a wet manner were obtained in Comparative Examples 1 and 3 in which the non-hydraulic raw materials were premixed in a dry manner.
The mechanical strength such as bending strength and specific strength is improved as compared with the cured products of Comparative Examples 2 and 4 in which the cured product and non-hydraulic raw materials of Comparative Examples 2 and 4 were directly charged into a mixer without premixing and molded. It could be confirmed. Also, the state of the surface of the cured product can be visually determined that the cured products of Examples 1 to 6 have a uniform color while the cured products of Comparative Examples 1 to 4 have a mottled pattern. It was confirmed that when the hard raw materials were mixed in a wet manner, the quick-hardening cement composition could be homogeneously mixed in a short time.

【0034】次に実施例7〜11及び比較例5、6を表
4に示す。 実施例7〜11及び比較例5、6 実施例7、10にセメント以外の非水硬性原料を実施例
1〜6同様、ヘンシェルミキサーを用いて湿式で予備混
合し、この予備混合物をミキサーへ供給する移送経路中
に速硬性セメント、あるいはセメントと硬化促進剤を供
給し、連続ミキサーに同時に投入・混合することで製造
されたセメント硬化体を示す。また実施例8、9、11
に速硬性セメント、あるいはセメントと硬化促進剤を連
続ミキサーに直接投入することで製造されたセメント硬
化体を併記する。さらに比較例5、6に非水硬性原料を
予備混合する際に、速硬性セメント、あるいはセメント
と硬化促進剤を添加して混合した後、この予備混合物を
連続ミキサーに連続投入し製造したセメント硬化体を示
す。
Next, Examples 7 to 11 and Comparative Examples 5 and 6 are shown in Table 4. Examples 7 to 11 and Comparative Examples 5 and 6 Non-hydraulic raw materials other than cement were premixed in a wet manner using a Henschel mixer in the same manner as in Examples 1 and 6 in Examples 7 and 10, and this premix was supplied to the mixer. 1 shows a hardened cement body produced by supplying a quick-setting cement or a cement and a hardening accelerator into a transfer route, and simultaneously adding and mixing the cement into a continuous mixer. Examples 8, 9, 11
And the hardened cement produced by directly charging the cement and the hardening accelerator to the continuous mixer. Further, when pre-mixing the non-hydraulic raw materials in Comparative Examples 5 and 6, after adding and mixing a quick-setting cement or cement and a hardening accelerator, this pre-mixture was continuously charged into a continuous mixer to produce a hardened cement. Show body.

【0035】[0035]

【表4】 [Table 4]

【0036】表4から実施例7〜11のセメント硬化体
は、表1に示す実施例1〜6同様曲げ強度、比強度など
の機械的強度が向上していることが確認できた。また硬
化体表面の状態も目視により実施例1〜6の硬化体と同
様に均一な色合いであることが判別でき、速硬性セメン
トスラリーを短時間で均質に混合できることが確認され
た。比較例5、6では、移送経路中でセメントの水和反
応による硬化のため、スラリーにこわばりが生じ、スラ
リーが移送経路を閉塞し、連続ミキサーに供給すること
ができなかったり、コンベア上の型枠内でスラリーが充
分に広がらなかったりしたため、成形することが不可能
であった。
From Table 4, it was confirmed that the cured cements of Examples 7 to 11 had improved mechanical strength such as bending strength and specific strength as in Examples 1 to 6 shown in Table 1. In addition, the state of the surface of the cured product was visually determined to be uniform, similarly to the cured products of Examples 1 to 6, and it was confirmed that the quick-setting cement slurry could be uniformly mixed in a short time. In Comparative Examples 5 and 6, due to the hardening of the cement due to the hydration reaction of the cement in the transfer route, stiffness was generated in the slurry, and the slurry blocked the transfer route and could not be supplied to the continuous mixer, or the mold on the conveyor was not used. Molding was impossible because the slurry did not spread sufficiently in the frame.

【0037】[0037]

【発明の効果】少なくとも補強繊維、フィラー及び水を
予備的に湿式条件で混合することで、セメントスラリー
組成物の短時間での均質混合が可能となり、この混合の
均質化により、セメント硬化体の性能が向上し、品質の
安定化が図られる。
The cement slurry composition can be homogeneously mixed in a short time by preliminarily mixing the reinforcing fibers, fillers and water under wet conditions. Performance is improved and quality is stabilized.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) C04B 16:06 16:02) 111:00 (72)発明者 永田 憲史 千葉県佐倉市大作二丁目4番2号 株式会 社建材テクノ研究所内 Fターム(参考) 4G012 PA15 PA24 PA27 PA29 PB41 PE01 4G056 AA08 AA13 AA18 AA19 CC39──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 16:06 16:02) 111: 00 (72) Inventor Norifumi Nagata 2-4 Daisaku, Sakura City, Chiba Prefecture No. 2 F-term in Building Materials Techno Research Laboratories (reference) 4G012 PA15 PA24 PA27 PA29 PB41 PE01 4G056 AA08 AA13 AA18 AA19 CC39

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 セメント、水、補強繊維、フィラー及び
混和剤を含有する速硬性のあるセメントスラリー組成物
を連続的にミキサーで混練し、成形、硬化するセメント
硬化体の製造方法において、少なくとも補強繊維、フィ
ラー及び水を予め湿式で混合し、該混合物をセメントと
は別個にミキサーに連続的に供給することを特徴とする
セメント硬化体の製造方法。
1. A method for producing a hardened cement material, comprising a step of continuously kneading a cement slurry composition containing cement, water, reinforcing fibers, fillers and an admixture, kneading with a mixer, molding and hardening at least. A method for producing a hardened cement, comprising mixing fibers, fillers and water in advance by a wet method, and continuously supplying the mixture to a mixer separately from cement.
【請求項2】 速硬性セメント粉末又はセメントと硬化
促進剤からなる粉状原料を、前記混合物とは別個にミキ
サーに供給する請求項1記載のセメント硬化体の製造方
法。
2. The method for producing a hardened cement according to claim 1, wherein a rapidly hardening cement powder or a powdery raw material comprising cement and a hardening accelerator is supplied to a mixer separately from said mixture.
JP6824099A 1999-03-15 1999-03-15 Manufacture of cement cured body Pending JP2000263541A (en)

Priority Applications (1)

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Publication Number Publication Date
JP2000263541A true JP2000263541A (en) 2000-09-26

Family

ID=13368068

Family Applications (1)

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Country Status (1)

Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002362984A (en) * 2001-06-08 2002-12-18 Kubota Corp Method of producing ceramic external wall material
JP2003201164A (en) * 2001-12-31 2003-07-15 Sengoku:Kk Concrete obtained by mainly using industrial waste material and method of producing concrete product
JP2004137113A (en) * 2002-10-18 2004-05-13 Taiheiyo Cement Corp Hydraulic composition and concrete

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002362984A (en) * 2001-06-08 2002-12-18 Kubota Corp Method of producing ceramic external wall material
JP2003201164A (en) * 2001-12-31 2003-07-15 Sengoku:Kk Concrete obtained by mainly using industrial waste material and method of producing concrete product
JP2004137113A (en) * 2002-10-18 2004-05-13 Taiheiyo Cement Corp Hydraulic composition and concrete
JP4493903B2 (en) * 2002-10-18 2010-06-30 太平洋セメント株式会社 Hydraulic composition and concrete

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