JPH01145357A - Low shrinkage cement composition - Google Patents

Low shrinkage cement composition

Info

Publication number
JPH01145357A
JPH01145357A JP30158387A JP30158387A JPH01145357A JP H01145357 A JPH01145357 A JP H01145357A JP 30158387 A JP30158387 A JP 30158387A JP 30158387 A JP30158387 A JP 30158387A JP H01145357 A JPH01145357 A JP H01145357A
Authority
JP
Japan
Prior art keywords
cement
shrinkage
reducing agent
cement composition
amount
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
JP30158387A
Other languages
Japanese (ja)
Inventor
Nobuyoshi Kato
加藤 信義
Masayuki Sakurai
正幸 櫻井
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.)
AGC Inc
Original Assignee
Asahi Glass 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 Asahi Glass Co Ltd filed Critical Asahi Glass Co Ltd
Priority to JP30158387A priority Critical patent/JPH01145357A/en
Publication of JPH01145357A publication Critical patent/JPH01145357A/en
Pending legal-status Critical Current

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To obtain cement composition with dimensional change reduced by adding an active silica powder and a shrinkage-reducing agent to cement. CONSTITUTION:The subject composition is obtained by adding an activated silica powder and a shrinkage reducing agent to cement. The activated silica powder is suitably amorphous silica, especially amorphous silica fine powder which is produced as a by-product in the production of metal silicon or ferrosilicon. The amount of the silicon powder is generally 5-40wt.% based on the cement. The shrinkage-reducing agent is preferably lower alcohol alkylene oxide or glycol ester. The amount of the shrinkage-reducing agent is generally 0.5-6wt.%. The cement composition can be combine with any additives such as aggregate, sand and coloring materials, as long as their objects are inhibited.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は低収縮性セメント組成物、特に耐アルカリガラ
ス繊維等の補強材で補強されたセメント(GRC)の製
造に適したセメント組成物に係るものである。
Detailed Description of the Invention [Industrial Application Field] The present invention provides a low shrinkage cement composition, particularly a cement composition suitable for producing cement reinforced with reinforcing materials such as alkali-resistant glass fibers (GRC). This is related.

[従来の技術] GRCは本来高強度であるが重量が大となるセメント製
品に代り耐アルカリ性硝子繊維等の補強材をセメント中
に混入せしめることにより、セメント本来の強度より高
強度を現出せしめると共にその重量を大幅に軽くしよう
とするものであり、各種建築材料として使用されつつあ
る。
[Conventional technology] GRC is a cement product that is inherently high in strength but heavy, but instead of a cement product, a reinforcing material such as alkali-resistant glass fiber is mixed into the cement, making it stronger than the original strength of cement. At the same time, it is intended to significantly reduce its weight, and it is being used as a variety of building materials.

この様なGRCに用いられるセメント組成としては、従
来セメント、砂、水、減水剤等て構成され、高強度を現
出させる為、通常のコンクリート製品に比してかなりセ
メントの使用量が多くなっている。
The cement composition used for such GRC is conventionally composed of cement, sand, water, water reducing agent, etc., and in order to achieve high strength, the amount of cement used is considerably higher than that of ordinary concrete products. ing.

[発明の解決しようとする問題点] しかしながら、セメントは水和反応の過程て収縮を起し
、又硬化体は湿潤、乾燥により寸法変化を起すことはよ
く知られており、これらの変化量は七゛メント量が多い
程大きい。
[Problems to be solved by the invention] However, it is well known that cement shrinks during the hydration reaction process, and that the cured product undergoes dimensional changes due to wetting and drying, and the amount of these changes is The larger the amount of 7-ment, the bigger the effect.

この為、GRCを製造する場合、これらの寸法変化を考
慮して設計せねばならず、精密寸法が要求されたり、タ
イル打込みパネルや大型パネルの製造に対してはかなり
の制約が要求される欠点があった。
For this reason, when manufacturing GRC, the design must take these dimensional changes into account, and the drawback is that precise dimensions are required, and considerable restrictions are required for manufacturing tiled panels and large panels. was there.

勿論、これら寸法変化に対処する目的で収縮低減剤を添
加することも試みられているが、何れもそれ程有効な改
・善は発現されていない。
Of course, attempts have been made to add shrinkage reducing agents for the purpose of dealing with these dimensional changes, but none of these have resulted in very effective improvements.

[問題点を解決するための手段] 本発明者はこれらの実情に鑑み、セメント組成物の寸法
変化を極力低減せしめることを目的として種々研究、検
討した結果、セメント中に収縮低減剤と共にシリカ分を
添加せしめることにより前記目的を達成し得ることを見
出した。
[Means for Solving the Problems] In view of these circumstances, the present inventor conducted various studies and examinations with the aim of reducing dimensional changes in cement compositions as much as possible. It has been found that the above object can be achieved by adding .

かくして本発明は、セメント中に活性シリカ粉及び収縮
低減剤を添加せしめたことを特徴とする低収縮性セメン
ト組成物を提供するにある。
Thus, the present invention provides a low-shrinkage cement composition characterized in that activated silica powder and a shrinkage-reducing agent are added to the cement.

本発明において用いられる活性シリカ粉の量は、セメン
トに対し、一般に5〜40重量%程度を採用するのが適
当である。
The amount of activated silica powder used in the present invention is generally about 5 to 40% by weight based on cement.

使用量が前記範囲に満たない場合には、収縮低減剤と相
俟って有効にセメント硬化体の寸法変化を低減し難く、
逆に前記範囲を超える場合には硬化が不十分となり、又
収縮の抑制効果が期待し得なくなる虞れがあるので何れ
も好ましくない、そしてこれら範囲のうちセメントに対
して5〜20重量%を採用する場合には高強度孔寸法変
化の最も少ないセメント硬化体を得ることが出来るので
特に好ましい。
If the amount used is less than the above range, it will be difficult to effectively reduce the dimensional change of the hardened cement together with the shrinkage reducing agent.
On the other hand, if it exceeds the above range, curing will be insufficient and the effect of suppressing shrinkage may not be expected, so it is not preferable. When this method is adopted, it is particularly preferable because it is possible to obtain a cement hardened body with high strength and minimal change in pore size.

かかる活性シリカ粉としては、種々用い得るが、無定形
のシリカ、とりわけメタルシリコンやフェロシリコンの
製造時に副産物として得られる無定形のシリカ微粉末が
好適である。
Various types of activated silica powder can be used, but amorphous silica, particularly amorphous fine silica powder obtained as a by-product during the production of metal silicon or ferrosilicon, is suitable.

他方、本発明に用いられる収縮低減剤の量は、セメント
に対し、一般に0.5〜6重量%程度を採用するのが適
当である。使用量が前記範囲に満たない場合には有効に
セメント硬化体の寸法変・化を低減し難く、逆に前記範
囲を超える場合には硬化が不十分となり、又収縮の抑制
効果が期待し得なくなる虞れがあるので何れも好ましく
ない、そしてこれら範囲のうちセメントに対して1〜4
重量%を採用する場合には高強度孔寸法変化の最も少な
いセメント硬化体を得ることが出来るので特に好ましい
On the other hand, the amount of the shrinkage reducing agent used in the present invention is generally about 0.5 to 6% by weight based on the cement. If the amount used is less than the above range, it will be difficult to effectively reduce the dimensional changes and changes in the hardened cement product.On the other hand, if it exceeds the above range, curing will be insufficient and an effect of suppressing shrinkage may not be expected. None of these are preferable because there is a risk that the cement will disappear.
It is particularly preferable to use % by weight because it is possible to obtain a hardened cement with high strength and minimal change in pore size.

かかる収縮低減剤としては種々のものを用い得るが、と
りわけ低級アルコールアルキレンオキシド系、グリコー
ルエステル系等の収縮低減剤は効果的である。
Various types of shrinkage reducing agents can be used, but shrinkage reducing agents such as lower alcohol alkylene oxide type and glycol ester type are particularly effective.

本発明によるセメント組成物は特にGRC用に好適であ
るが、これに限らず通常のコンクリート製品用或は、モ
ルタル組成物等低収縮性の要求されるコンクリート製品
に適宜用いることが出来る。
The cement composition according to the present invention is particularly suitable for GRC, but is not limited thereto, and can be appropriately used for ordinary concrete products or concrete products requiring low shrinkage such as mortar compositions.

又、本発明によるセメント組成物は前述の組成のみなら
ず、例えば適宜な骨材や砂、着色材等本発明の目的を実
質的に阻害しない限り適宜な添加物を添加することが可
能である。
In addition, the cement composition according to the present invention may contain not only the above-mentioned composition, but also suitable additives, such as suitable aggregates, sand, and colorants, as long as they do not substantially impede the purpose of the present invention. .

又、 GR(:用に用いられる場合、その補強材として
例えば耐アルカリ性ガラス繊維、スチール繊維、カーボ
ン繊維、アラミド繊維、ビニロン繊維等をチョップトス
トランド状、ロービング状、マット状等の適宜な形態で
用い得ることが出来、その使用量も特に制限されるもの
でない。
In addition, when used for GR (:), as reinforcing materials, for example, alkali-resistant glass fibers, steel fibers, carbon fibers, aramid fibers, vinylon fibers, etc. are used in an appropriate form such as chopped strands, rovings, mats, etc. The amount used is not particularly limited.

更に本発明に用いられるセメントとしてはこれも特に限
定はなく、普通ポルトランドセメントをはじめとし各種
のセメントを適宜採用することが出来る。
Further, the cement used in the present invention is not particularly limited, and various cements including ordinary Portland cement can be appropriately employed.

[実施例] 表1に示した如き組成調合し、耐アルカリ性ガラス繊維
のチョップトストランドを補強材として混入し、通常の
ダイレクトスプレー法にて作成した200 mix 2
0G mmX 10m■の試料につき湿乾収縮率を測定
した結果を表1に示すと共に、乾燥収縮の結果を第1図
に示した。
[Example] 200 mix 2 was prepared by mixing the composition as shown in Table 1, mixing chopped strands of alkali-resistant glass fiber as a reinforcing material, and using a normal direct spray method.
Table 1 shows the results of wet-dry shrinkage measurements for samples of 0 G mm x 10 m, and FIG. 1 shows the dry shrinkage results.

又、比較例として表1に示した組成を夫々実施例と同様
にして得た試料の測定結果も併せて表1及び第1図に示
した。
Table 1 and FIG. 1 also show the measurement results of samples obtained as comparative examples having the compositions shown in Table 1 in the same manner as in the Examples.

尚、用いた活性シリカ粉は何れもフェロシリコン製造時
に副生じた平均粒径o、ts、tのものであり、又収縮
低減剤は低級アルコールアルキレンオキシド系である日
本セメント社製商品名テトラガートを用いた。
The activated silica powders used were those with average particle diameters o, ts, and t, which were generated as a by-product during the production of ferrosilicon, and the shrinkage reducing agent was a lower alcohol alkylene oxide based product called Tetragat manufactured by Nippon Cement Co., Ltd. Using.

表1Table 1

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一例による低収縮性セメント組成物が
有する乾燥収縮性及び比較例が有するそれを示す図であ
る。
FIG. 1 is a diagram showing the drying shrinkage of a low-shrinkage cement composition according to an example of the present invention and that of a comparative example.

Claims (1)

【特許請求の範囲】 1、セメント中に活性シリカ粉及び収縮低減剤を添加せ
しめたことを特徴とする低収縮性セメント組成物。 2、活性シリカ粉の添加量は、セメントに対し5〜40
重量%である請求の範囲(1)のセメント組成物。 3、活性シリカ粉は無定形シリカ微粉末である請求の範
囲(1)又は(2)のセメント組成物。 4、収縮低減剤の添加量は、セメントに対し0.5〜6
重量%である請求の範囲(1)のセメント組成物。 5、収縮低減剤は低級アルコールアルキレンオキシド系
収縮低減剤、グリコールエステル系収縮低減剤である請
求の範囲(1)又は(4)のセメント組成物。
[Claims] 1. A low-shrinkage cement composition characterized in that activated silica powder and a shrinkage reducing agent are added to cement. 2. The amount of activated silica powder added is 5 to 40% of cement.
% by weight of the cement composition of claim (1). 3. The cement composition according to claim 1 or 2, wherein the activated silica powder is amorphous silica fine powder. 4. The amount of shrinkage reducing agent added is 0.5 to 6 to cement.
% by weight of the cement composition of claim (1). 5. The cement composition according to claim 1 or 4, wherein the shrinkage reducing agent is a lower alcohol alkylene oxide shrinkage reducing agent or a glycol ester shrinkage reducing agent.
JP30158387A 1987-12-01 1987-12-01 Low shrinkage cement composition Pending JPH01145357A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30158387A JPH01145357A (en) 1987-12-01 1987-12-01 Low shrinkage cement composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30158387A JPH01145357A (en) 1987-12-01 1987-12-01 Low shrinkage cement composition

Publications (1)

Publication Number Publication Date
JPH01145357A true JPH01145357A (en) 1989-06-07

Family

ID=17898694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30158387A Pending JPH01145357A (en) 1987-12-01 1987-12-01 Low shrinkage cement composition

Country Status (1)

Country Link
JP (1) JPH01145357A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5556460A (en) * 1995-09-18 1996-09-17 W.R. Grace & Co.-Conn. Drying shrinkage cement admixture
US5603760A (en) * 1995-09-18 1997-02-18 W. R. Grace & Co.-Conn. Cement admixture capable of inhibiting drying shrinkage and method of using same
US5604273A (en) * 1995-09-18 1997-02-18 W. R. Grace & Co.-Conn. Drying shrinkage cement admixture
US5622558A (en) * 1995-09-18 1997-04-22 W.R. Grace & Co.-Conn Drying shrinkage cement admixture

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5637259A (en) * 1979-08-30 1981-04-10 Sanyo Chemical Ind Ltd Cement contraction reducing agent
JPS6042260A (en) * 1983-08-10 1985-03-06 山陽国策パルプ株式会社 Admixing agent for mortar

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5637259A (en) * 1979-08-30 1981-04-10 Sanyo Chemical Ind Ltd Cement contraction reducing agent
JPS6042260A (en) * 1983-08-10 1985-03-06 山陽国策パルプ株式会社 Admixing agent for mortar

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5556460A (en) * 1995-09-18 1996-09-17 W.R. Grace & Co.-Conn. Drying shrinkage cement admixture
US5603760A (en) * 1995-09-18 1997-02-18 W. R. Grace & Co.-Conn. Cement admixture capable of inhibiting drying shrinkage and method of using same
US5604273A (en) * 1995-09-18 1997-02-18 W. R. Grace & Co.-Conn. Drying shrinkage cement admixture
US5622558A (en) * 1995-09-18 1997-04-22 W.R. Grace & Co.-Conn Drying shrinkage cement admixture
JPH09110488A (en) * 1995-09-18 1997-04-28 Wr Grace & Co Connecticut Improved dry-shrinking cement mixture

Similar Documents

Publication Publication Date Title
JP5106860B2 (en) Ultra-high performance self-compacting concrete, its production method and its use
JPH11130508A (en) Cement-based composition and its hardened body
EP0383348A1 (en) Carbon fiber-reinforced hydraulic composite material
JPH01145357A (en) Low shrinkage cement composition
JP2001220201A (en) Fiber reinforced concrete
JPH10167792A (en) Fiber-reinforced cement composition and production of cement cured product
JPH07291765A (en) Aging method of cement molding
JPH05294701A (en) Quick hardening cement compound
JPH11131804A (en) Method for suppressing carbonation of lightweight concrete
JP2859536B2 (en) Precast concrete formwork and method of manufacturing the same
JP2899036B2 (en) Cement admixture for fiber reinforcement and cement composition for fiber reinforcement
JPH0569783B2 (en)
SU1636407A1 (en) Method of producing light concrete mix
JPS6293037A (en) Press die
KR960011321B1 (en) Process for the preparation of composite of lightweight cement
KR960004383B1 (en) Process for the preparation of composite material of cement
JPH02267145A (en) Carbon fiber-reinforced cement mortar
JPH04367552A (en) Maintenance for steam-cured lightweight cellular concrete material
JPH0518972B2 (en)
JPS61106447A (en) Manufacture of polyacrylonitrile fiber-reinforced cement
JPH03159944A (en) Application of hydraulic composite material
JP2002068817A (en) Lightweight concrete composition
JP2002012465A (en) Extrusion compact and its manufacturing method
JPH04243943A (en) Light-weight high-strength asbestos-free composition for extrusion molding
JPH10218650A (en) Lightweight inorganic leveling material