JP2002128552A - Agent for reducing grounding resistance and electrically conductive cement - Google Patents
Agent for reducing grounding resistance and electrically conductive cementInfo
- Publication number
- JP2002128552A JP2002128552A JP2000314750A JP2000314750A JP2002128552A JP 2002128552 A JP2002128552 A JP 2002128552A JP 2000314750 A JP2000314750 A JP 2000314750A JP 2000314750 A JP2000314750 A JP 2000314750A JP 2002128552 A JP2002128552 A JP 2002128552A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- parts
- mass
- agent
- carbon fiber
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/90—Electrical properties
- C04B2111/94—Electrically conducting materials
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、接地抵抗低減剤
や、電波吸収体等導電性を要求される分野に使用される
セメントに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cement used in a field requiring conductivity, such as a grounding resistance reducing agent and a radio wave absorber.
【0002】[0002]
【従来の技術】セメントに導電性を付与するために、カ
ーボンブラックのような導電性粉末、炭素繊維や鋼繊維
のような導電性繊維が添加されている。これらの中で
は、少量の添加により導電性が向上する点で、炭素繊維
が好ましいものとして使用されている(特公昭60−4
5142号公報)。2. Description of the Related Art In order to impart conductivity to cement, conductive powder such as carbon black and conductive fibers such as carbon fiber and steel fiber are added. Among these, carbon fibers are preferably used because the conductivity is improved by adding a small amount thereof (Japanese Patent Publication No. 60-4 / 1985).
No. 5142).
【0003】[0003]
【発明が解決しようとする課題】しかしながら、炭素繊
維は、細長く、かつ、嵩張るので、セメント中に混合・
分散するのが難しく、炭素繊維が均一に分散されたセメ
ント硬化体を得られにくいという課題があった。However, since carbon fibers are elongated and bulky, they are mixed and mixed in cement.
There is a problem that it is difficult to disperse and it is difficult to obtain a hardened cement in which carbon fibers are uniformly dispersed.
【0004】本発明は、上記の課題に鑑み、炭素繊維が
均一に分散され、良好な導電性を有するセメント硬化体
を得ることを目的としてなされたものである。[0004] In view of the above problems, the present invention has been made with the object of obtaining a hardened cement having good conductivity in which carbon fibers are uniformly dispersed.
【0005】[0005]
【課題を解決するための手段】即ち、本発明は、集束剤
を付着してなる炭素繊維と無機塩を含有してなる接地抵
抗低減剤である。そして、該接地抵抗低減剤とセメント
を含有してなる導電性セメントである。That is, the present invention is a grounding resistance reducing agent containing an inorganic salt and carbon fibers to which a sizing agent is attached. And it is a conductive cement containing the ground resistance reducing agent and cement.
【0006】[0006]
【発明の実施の形態】以下、本発明を詳しく説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail.
【0007】本発明の炭素繊維は、集束剤を付着させた
ものである。The carbon fiber of the present invention has a sizing agent attached thereto.
【0008】本発明の炭素繊維としては、アラミド繊維
や炭素繊維等が挙げられる。これらの中では、導電性の
点で、炭素繊維が好ましい。The carbon fibers of the present invention include aramid fibers and carbon fibers. Among these, carbon fibers are preferred in terms of conductivity.
【0009】炭素繊維としては、コールタールピッチ、
石油ピッチ、石炭液化物、ポリアクリロニトリル、及び
セルロース等を原料とした炭素繊維が挙げられる。As the carbon fiber, coal tar pitch,
Examples thereof include carbon fibers made from petroleum pitch, coal liquefaction, polyacrylonitrile, cellulose, and the like.
【0010】炭素繊維の長さは特に限定されるものでは
ないが、繊維の長さが短いと導電性が低下するおそれが
あり、逆に長くなると分散性が低下するおそれがあるの
で、繊維の長さ(以下繊維長という)は3〜100mm
が好ましく、5〜30mmがより好ましい。[0010] The length of the carbon fiber is not particularly limited, but if the length of the fiber is short, the conductivity may decrease. Conversely, if the length is long, the dispersibility may decrease. Length (hereinafter referred to as fiber length) is 3 to 100 mm
Is preferable, and 5 to 30 mm is more preferable.
【0011】炭素繊維の直径は特に限定されるものでは
ないが、炭素繊維の直径が大きいと分散性が悪くなり、
導電性が悪くなるおそれがあるので、繊維の直径(以下
繊維径という)は50μm以下が好ましく、10〜20
μmがより好ましい。[0011] The diameter of the carbon fiber is not particularly limited, but if the diameter of the carbon fiber is large, the dispersibility becomes poor.
The fiber diameter (hereinafter referred to as fiber diameter) is preferably 50 μm or less, since conductivity may be deteriorated.
μm is more preferred.
【0012】本発明の集束剤は、繊維をストランドに束
ねて集束させるために、炭素繊維に付着させるものであ
る。集束剤を繊維に付着させる方法としては、スプレー
により吹き付ける方法、ローラーに付けて接触させる方
法、及び含浸させる方法等が挙げられる。The sizing agent of the present invention is to be attached to carbon fibers so that the fibers are bundled and bunched into strands. Examples of the method of attaching the sizing agent to the fiber include a method of spraying with a spray, a method of contacting the fiber with a roller, and a method of impregnation.
【0013】集束剤としては、エポキシ樹脂、ウレタン
樹脂、ポリカーボネート樹脂、ブチラール樹脂、及びナ
イロン樹脂等が挙げられる。これらの中では、集束性が
良く、導電性が大きい点で、エポキシ樹脂が好ましい。Examples of the sizing agent include an epoxy resin, a urethane resin, a polycarbonate resin, a butyral resin, and a nylon resin. Of these, epoxy resins are preferred because of their good convergence and high conductivity.
【0014】集束剤の使用量は、炭素繊維100質量部
中0.3〜1.2質量部が好ましく、0.7〜0.9質
量部がより好ましい。0.3質量部未満だと繊維が集束
せず、導電性の向上が期待できないおそれがあり、1.
0質量部を越えると繊維が糊状になり、セメントと混合
しても繊維の分散性が悪く、導電性の向上が期待できな
いおそれがある。The amount of the sizing agent used is preferably from 0.3 to 1.2 parts by mass, more preferably from 0.7 to 0.9 parts by mass, per 100 parts by mass of the carbon fibers. If the amount is less than 0.3 parts by mass, the fibers will not be bundled, and it may not be possible to expect improvement in conductivity.
If the amount is more than 0 parts by mass, the fiber becomes a paste, and even when mixed with cement, the dispersibility of the fiber is poor, and there is a possibility that improvement in conductivity may not be expected.
【0015】集束剤を付着させた炭素繊維の使用量は、
セメント100質量部に対して0.5〜6質量部が好ま
しく、1〜4質量部がより好ましい。0.5質量部未満
だと導電性の向上が期待できないおそれがあり、6質量
部を越えると炭素繊維がだんご状となり、導電性の向上
が期待できないおそれがある。The amount of carbon fiber to which the sizing agent is attached is
0.5 to 6 parts by mass, preferably 1 to 4 parts by mass, based on 100 parts by mass of cement. If the amount is less than 0.5 part by mass, improvement in conductivity may not be expected. If the amount exceeds 6 parts by mass, carbon fibers may be in a dumpling shape, and improvement in conductivity may not be expected.
【0016】本発明の無機塩としては、硫酸カリウムや
硫酸ナトリウム等のアルカリ金属硫酸塩や硫酸カルシウ
ム等の硫酸塩や、硫酸水素カリウムや硫酸水素ナトリウ
ム等のアルカリ金属硫酸水素塩等の硫酸塩類、炭酸カリ
ウムや炭酸ナトリウム等のアルカリ金属炭酸塩や炭酸カ
ルシウム等の炭酸塩や、炭酸水素カリウムや炭酸水素ナ
トリウム等のアルカリ金属炭酸水素塩等の炭酸塩類、硝
酸カリウム、硝酸ナトリウム、及び硝酸カルシウム等の
硝酸塩、塩化カリウム、塩化ナトリウム、及び塩化カル
シウム等の塩化物、並びに、水酸化カリウム、水酸化ナ
トリウム、水酸化カルシウム、及び水酸化アルミニウム
等の水酸化物等が挙げられる。これらの無機塩は単独で
使用してもよく、2種以上を使用してもよい。これらの
中では、炭素繊維の分散性が良く、導電性が向上する点
で、硫酸塩類が好ましく、アルカリ金属硫酸塩がより好
ましく、硫酸カリウムが最も好ましい。Examples of the inorganic salts of the present invention include sulfates such as alkali metal sulfates such as potassium sulfate and sodium sulfate, calcium sulfate and the like, and alkali metal hydrogen sulfates such as potassium hydrogen sulfate and sodium hydrogen sulfate. Carbonates such as alkali metal carbonates and calcium carbonate such as potassium carbonate and sodium carbonate, carbonates such as alkali metal bicarbonate such as potassium bicarbonate and sodium bicarbonate, and nitrates such as potassium nitrate, sodium nitrate and calcium nitrate , Potassium chloride, sodium chloride, and calcium chloride; and hydroxides such as potassium hydroxide, sodium hydroxide, calcium hydroxide, and aluminum hydroxide. These inorganic salts may be used alone or in combination of two or more. Among these, sulfates are preferred, alkali metal sulfates are more preferred, and potassium sulfate is most preferred, in that carbon fibers have good dispersibility and conductivity is improved.
【0017】無機塩の使用量は、セメント100質量部
に対して0.5〜30質量部が好ましく、1〜10質量
部がより好ましい。0.5質量部未満だと炭素繊維が分
散せず、導電性の向上が期待できないおそれがあり、3
0質量部を越えると無機塩が早く凝結・硬化しすぎて炭
素繊維が分散せず、導電性の向上が期待できないおそれ
がある。The amount of the inorganic salt used is preferably 0.5 to 30 parts by mass, more preferably 1 to 10 parts by mass, based on 100 parts by mass of the cement. If the amount is less than 0.5 parts by mass, the carbon fibers do not disperse, and there is a possibility that improvement in conductivity cannot be expected.
If the amount exceeds 0 parts by mass, the inorganic salt may set and harden too quickly to disperse the carbon fibers, so that improvement in conductivity may not be expected.
【0018】本発明のセメントとしては、普通ポルトラ
ンドセメント、中庸熱ポルトランドセメント、早強ポル
トランドセメント、超早強ポルトランドセメント、及び
耐硫酸塩ポルトランドセメント等のポルトランド系セメ
ント、高炉セメント、シリカセメント、及びフライアッ
シュセメント等の混合セメント、アルミナセメント、白
色セメント、超速硬セメント、及び膨張セメント等の特
殊セメント等が挙げられる。The cement of the present invention includes Portland cements such as ordinary Portland cement, moderately heated Portland cement, early-strength Portland cement, ultra-high-strength Portland cement, and sulfate-resistant Portland cement, blast furnace cement, silica cement, and the like. Special cements such as mixed cements such as fly ash cements, alumina cements, white cements, ultra-rapid hardening cements, and expanded cements are exemplified.
【0019】本発明の導電性セメントを調製する方法と
しては、炭素繊維、無機塩、及びセメントを混合機によ
り予め混合しておく方法や、セメントペースト、モルタ
ル、又はコンクリートとして使用する時に、炭素繊維と
無機塩を含有した接地抵抗低減剤を混合機により混合す
る方法が挙げられる。混合機としては、ナウターミキサ
ー、Vブレンダー、ボールミル、傾胴ミキサー、及び商
品名「オムニミキサー」(千代田技研工業(株)製)等
が挙げられ、これらの混合機により均一に混合できる。The conductive cement of the present invention can be prepared by a method in which carbon fiber, inorganic salt, and cement are previously mixed by a mixer, or a method in which carbon fiber, inorganic salt, and cement are used as cement paste, mortar, or concrete. And a method of mixing a grounding resistance reducing agent containing an inorganic salt with a mixing machine. Examples of the mixer include a Nauta mixer, a V blender, a ball mill, a tilting mixer, and a product name "Omni mixer" (manufactured by Chiyoda Giken Kogyo Co., Ltd.). These mixers can uniformly mix.
【0020】以上の方法により混合した導電性セメント
は、このまま水と混合混練することによりペーストとし
て使用してもよく、該導電性セメントと細骨材を混合し
てモルタルとして使用してもよく、該導電性セメント、
細骨材、及び粗骨材を混合してコンクリートとして使用
してもよい。この場合、混練機としては、傾胴ミキサ
ー、モルタルミキサー、ハンドミキサー、及び強制ミキ
サー等一般的なものが挙げられる。The conductive cement mixed by the above method may be used as a paste by directly mixing and kneading with water, or the conductive cement and fine aggregate may be mixed and used as mortar. The conductive cement,
Fine aggregate and coarse aggregate may be mixed and used as concrete. In this case, examples of the kneader include general mixers such as a tilting mixer, a mortar mixer, a hand mixer, and a forced mixer.
【0021】更に、導電性セメントの硬化体の乾燥収縮
によるひび割れ等を防ぐために、石英、炭化珪素、アル
ミナ、及びタルク等の水和不活性粉末を使用してもよ
い。Further, in order to prevent cracks due to drying shrinkage of the cured product of the conductive cement, a hydrated inert powder such as quartz, silicon carbide, alumina, and talc may be used.
【0022】[0022]
【実施例】以下、実験例により、本発明を具体的に説明
する。Hereinafter, the present invention will be specifically described with reference to experimental examples.
【0023】実験例1 セメント100質量部、炭素繊維100質量部中表1に
示す質量部の集束剤を付着した炭素繊維2質量部、無機
塩2質量部、及び水80質量部を商品名「オムニミキサ
ー」により3分間混合し、セメントペーストを調製し
た。得られたセメントペーストを4cm×4cm×16
cmの型枠に入れて打設し、温度20℃、相対湿度60
%の条件下で硬化させた。そして、打設7日後の硬化体
の比抵抗を測定した。結果を表1に示す。EXPERIMENTAL EXAMPLE 1 100 parts by mass of cement, 2 parts by mass of carbon fiber with a sizing agent shown in Table 1 in 100 parts by mass of carbon fiber, 2 parts by mass of inorganic salt, and 80 parts by mass of water were trade names " The mixture was mixed for 3 minutes using an "omni mixer" to prepare a cement paste. The obtained cement paste is 4 cm × 4 cm × 16
cm in a mold, temperature 20 ° C, relative humidity 60
% Cured. Then, the resistivity of the cured body 7 days after the casting was measured. Table 1 shows the results.
【0024】(使用材料) セメント:普通ポルトランドセメント、市販品 炭素繊維:繊維長25mm、繊維径15μm 集束剤:エポキシ樹脂、市販品 無機塩:硫酸カリウム、市販品(Materials used) Cement: ordinary Portland cement, commercially available carbon fiber: fiber length 25 mm, fiber diameter 15 μm sizing agent: epoxy resin, commercially available inorganic salt: potassium sulfate, commercially available product
【0025】(測定方法) 比抵抗:セメントペーストが凝結を始めた時点で、電極
(銅製アース棒)を硬化体に差し込み、所定期間の比抵
抗を測定した。(Measurement Method) Specific Resistance: When the cement paste started to set, an electrode (copper earth rod) was inserted into the cured product, and the specific resistance was measured for a predetermined period.
【0026】[0026]
【表1】 [Table 1]
【0027】実験例2 セメント100質量部、炭素繊維100質量部中0.8
質量部の集束剤を付着した炭素繊維を表2に示す質量
部、及び無機塩2質量部を使用したこと以外は、実験例
1と同様に行った。結果を表2に示す。Experimental Example 2 0.8 parts in 100 parts by mass of cement and 100 parts by mass of carbon fiber
The procedure was performed in the same manner as in Experimental Example 1 except that the carbon fiber to which the sizing agent was attached in parts by mass was as shown in Table 2, and 2 parts by mass of the inorganic salt was used. Table 2 shows the results.
【0028】[0028]
【表2】 [Table 2]
【0029】実験例3 セメント100質量部、炭素繊維100質量部中0.8
質量部の集束剤を付着した炭素繊維2質量部、及び表3
に示す質量部の無機塩を使用したこと以外は、実験例1
と同様に行った。結果を表3に示す。Experimental Example 3 0.8 parts in 100 parts by mass of cement and 100 parts by mass of carbon fiber
2 parts by mass of carbon fiber to which parts by mass of the sizing agent were attached, and Table 3
Experimental Example 1 except that the inorganic salt in parts by mass shown in
The same was done. Table 3 shows the results.
【0030】[0030]
【表3】 [Table 3]
【0031】実験例4 セメント100質量部、炭素繊維100質量部中0.8
質量部の集束剤を付着した炭素繊維2質量部、及び無機
塩2質量部をオムニミキサーにより3分間混合した。混
合後、水80質量部を加え、ハンドミキサーにより5分
間混練し、セメントペーストを調製した。得られたセメ
ントペーストはだんご状とはなっておらず、炭素繊維は
十分分散されていた。さらに、縦50cm、横50c
m、高さ70cmの穴に、このセメントペーストを流し
込んだところ、5分後には硬化し、埋め戻しができた。
なお、セメントペーストが凝結を始めた時点で、硬化体
に電極を穴の端部2か所(で示す)、穴の中央部2
か所(で示す)にそれぞれ差し込んだ。その後、所
定期間の比抵抗を測定した。又、セメントペーストを流
し込む前(以下処理前という)、セメントペーストを流
し込んでから7日後、6ヶ月後、及び1年後の比抵抗を
測定した。結果を表4に示す。Experimental Example 4 0.8 parts in 100 parts by mass of cement and 100 parts by mass of carbon fiber
2 parts by mass of the carbon fiber having the sizing agent attached thereto and 2 parts by mass of the inorganic salt were mixed for 3 minutes by an omni mixer. After mixing, 80 parts by mass of water was added and kneaded with a hand mixer for 5 minutes to prepare a cement paste. The obtained cement paste was not in a dumpling state, and the carbon fibers were sufficiently dispersed. Furthermore, 50cm in height, 50c in width
This cement paste was poured into a hole having a height of 70 cm and a height of 70 cm. After 5 minutes, the cement paste hardened and could be backfilled.
At the time when the cement paste started to set, the electrode was placed on the hardened body at two end portions of the hole (indicated by) and at the center portion of the hole.
(Indicated by). Thereafter, the specific resistance for a predetermined period was measured. Further, before pouring the cement paste (hereinafter referred to as “before treatment”), the specific resistance was measured 7 days, 6 months and 1 year after pouring the cement paste. Table 4 shows the results.
【0032】[0032]
【表4】 [Table 4]
【0033】[0033]
【発明の効果】本発明の接地抵抗低減剤を用いることに
より、以下の効果を有する。 (1)炭素繊維をセメント硬化体中に均一に分散でき
る。 (2)少量の炭素繊維の混入により、セメント硬化体は
高い導電性が得られる。The following effects are obtained by using the grounding resistance reducing agent of the present invention. (1) Carbon fibers can be uniformly dispersed in a cured cement body. (2) By mixing a small amount of carbon fiber, the cured cement has high conductivity.
───────────────────────────────────────────────────── 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 22:14 C04B 22:14 B ) ) A 111:94 111:94 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 22:14 C04B 22:14 B)) A 111: 94 111: 94
Claims (2)
を含有してなる接地抵抗低減剤。1. A grounding resistance reducing agent containing an inorganic salt and carbon fibers to which a sizing agent is attached.
トを含有してなる導電性セメント。2. A conductive cement comprising the ground resistance reducing agent according to claim 1 and cement.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000314750A JP2002128552A (en) | 2000-10-16 | 2000-10-16 | Agent for reducing grounding resistance and electrically conductive cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000314750A JP2002128552A (en) | 2000-10-16 | 2000-10-16 | Agent for reducing grounding resistance and electrically conductive cement |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002128552A true JP2002128552A (en) | 2002-05-09 |
Family
ID=18793950
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000314750A Pending JP2002128552A (en) | 2000-10-16 | 2000-10-16 | Agent for reducing grounding resistance and electrically conductive cement |
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Country | Link |
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JP (1) | JP2002128552A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014084260A (en) * | 2012-10-25 | 2014-05-12 | Denki Kagaku Kogyo Kk | Repair mortar for spray having low electric resistance and repair method using the same |
KR101427346B1 (en) | 2012-12-28 | 2014-08-06 | 김황경 | Chemicals for reducing earth resistivity |
JP2017205046A (en) * | 2016-05-18 | 2017-11-24 | デンカ株式会社 | Weed control material and method of using the same |
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JPS6472947A (en) * | 1987-09-12 | 1989-03-17 | Denki Kagaku Kogyo Kk | Electrically-conductive cement |
JPH01141853A (en) * | 1987-11-26 | 1989-06-02 | Denki Kagaku Kogyo Kk | Conductive cement |
JPH01141852A (en) * | 1987-11-26 | 1989-06-02 | Denki Kagaku Kogyo Kk | Conductive cement |
JPH07165452A (en) * | 1993-12-14 | 1995-06-27 | Mitsubishi Chem Corp | Carbon fiber-reinforced hydraulic composite material |
JPH11292582A (en) * | 1998-04-03 | 1999-10-26 | Mitsubishi Chemical Corp | Fibrous strand |
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Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS6472947A (en) * | 1987-09-12 | 1989-03-17 | Denki Kagaku Kogyo Kk | Electrically-conductive cement |
JPH01141853A (en) * | 1987-11-26 | 1989-06-02 | Denki Kagaku Kogyo Kk | Conductive cement |
JPH01141852A (en) * | 1987-11-26 | 1989-06-02 | Denki Kagaku Kogyo Kk | Conductive cement |
JPH07165452A (en) * | 1993-12-14 | 1995-06-27 | Mitsubishi Chem Corp | Carbon fiber-reinforced hydraulic composite material |
JPH11292582A (en) * | 1998-04-03 | 1999-10-26 | Mitsubishi Chemical Corp | Fibrous strand |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014084260A (en) * | 2012-10-25 | 2014-05-12 | Denki Kagaku Kogyo Kk | Repair mortar for spray having low electric resistance and repair method using the same |
KR101427346B1 (en) | 2012-12-28 | 2014-08-06 | 김황경 | Chemicals for reducing earth resistivity |
JP2017205046A (en) * | 2016-05-18 | 2017-11-24 | デンカ株式会社 | Weed control material and method of using the same |
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