JPH01131042A - Electrically conductive cement - Google Patents
Electrically conductive cementInfo
- Publication number
- JPH01131042A JPH01131042A JP29028587A JP29028587A JPH01131042A JP H01131042 A JPH01131042 A JP H01131042A JP 29028587 A JP29028587 A JP 29028587A JP 29028587 A JP29028587 A JP 29028587A JP H01131042 A JPH01131042 A JP H01131042A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- aluminate
- electrically conductive
- carbon fiber
- conductive cement
- 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.)
- Granted
Links
- 239000004568 cement Substances 0.000 title claims abstract description 34
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 20
- 239000004917 carbon fiber Substances 0.000 claims abstract description 20
- 150000004645 aluminates Chemical class 0.000 claims abstract description 11
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000000203 mixture Substances 0.000 claims abstract description 9
- 239000011398 Portland cement Substances 0.000 abstract description 9
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 abstract description 7
- 229910001388 sodium aluminate Inorganic materials 0.000 abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 239000011777 magnesium Substances 0.000 abstract description 2
- 229910052749 magnesium Inorganic materials 0.000 abstract description 2
- -1 magnesium aluminate Chemical class 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract 2
- 239000011358 absorbing material Substances 0.000 abstract 1
- 239000003795 chemical substances by application Substances 0.000 abstract 1
- 230000005855 radiation Effects 0.000 abstract 1
- 239000000835 fiber Substances 0.000 description 15
- 239000006072 paste Substances 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 2
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- KVOIJEARBNBHHP-UHFFFAOYSA-N potassium;oxido(oxo)alumane Chemical compound [K+].[O-][Al]=O KVOIJEARBNBHHP-UHFFFAOYSA-N 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 241000554155 Andes Species 0.000 description 1
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 239000006096 absorbing agent Substances 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000011405 expansive cement Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- HBMJWWWQQXIZIP-UHFFFAOYSA-N silicon carbide Chemical compound [Si+]#[C-] HBMJWWWQQXIZIP-UHFFFAOYSA-N 0.000 description 1
- 229910010271 silicon carbide Inorganic materials 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 150000004684 trihydrates Chemical class 0.000 description 1
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
- C04B28/04—Portland cements
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
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。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a cement used in fields requiring electrical conductivity, such as grounding resistance reducers and radio wave absorbers.
セメントに導電性を付与するには、セメントにカーボン
ブラックのような導電性粉末や炭素繊維若しくは鋼繊維
のような導電性繊維が添加されている。To impart conductivity to cement, conductive powders such as carbon black and conductive fibers such as carbon fibers or steel fibers are added to the cement.
これらの中で、炭素繊維は少量の添加で導電性が向上す
るので好ましいが、細長く、高張るので、セメント中に
混合・分散させるのが困難であって、そのために炭素繊
維が均一に分散されたセメント硬化体が得られにくいと
いう欠点があった(特公昭60−45142号公報)。Among these, carbon fibers are preferable because they improve conductivity when added in small amounts, but they are elongated and high-strength, so it is difficult to mix and disperse them in cement. There was a drawback that it was difficult to obtain a cured cement product (Japanese Patent Publication No. 45142/1982).
本発明は、上記の如き欠点に鑑み、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。In view of the above-mentioned drawbacks, the present invention was made with the object of obtaining a hardened cement body in which carbon fibers are uniformly dispersed and has good electrical conductivity.
本発明は、炭素繊維、アルミン酸塩及び水硬性組成物か
らなることを特徴とする導電性セメントである。The present invention is a conductive cement characterized by comprising carbon fiber, an aluminate, and a hydraulic composition.
以下、本発明の詳細な説明する。The present invention will be explained in detail below.
本発明でいう炭素繊維の長さ及びその直径は特に限定さ
れるものではないが、繊維の長さが短くなると導電性は
低下し、逆に長くなると分散性が低下する傾向にあるの
で、繊維長は3〜100mmが好ましい。また、繊維径
が大きくなると、同量の添加量では分散密度が粗となり
、均一に導電し難くなり、多量に添加することが必要と
なるので、繊維径は50μm以下が好ましい。The length and diameter of the carbon fibers referred to in the present invention are not particularly limited, but as the length of the fibers becomes shorter, the conductivity tends to decrease, and conversely, when the length of the fibers becomes longer, the dispersibility tends to decrease. The length is preferably 3 to 100 mm. Further, as the fiber diameter becomes larger, the dispersion density becomes coarser with the same amount added, making it difficult to conduct uniformly, and it becomes necessary to add a large amount, so the fiber diameter is preferably 50 μm or less.
アルミン酸塩とは、アルミン酸ナトリウム、アルミン酸
カリウム、アルミン酸マグネシウム、及びアルミン酸カ
ルシウム等をいい、以上のアルミン酸塩は単独で使用し
てもよいし、2種以上を使用してもよい。Aluminate refers to sodium aluminate, potassium aluminate, magnesium aluminate, calcium aluminate, etc. The above aluminates may be used alone or in combination of two or more. .
水硬性組成物とは、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若しくは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
、シリカセメント若しくは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
硬セメント若しくは膨張セメント等の特殊セメントまた
は三水石膏、半水石膏等の水硬性物質等を主要成分とす
るものをいう。Hydraulic compositions include Portland cements such as ordinary Portland cement, moderate heat Portland cement, early strength Portland cement, ultra early strength Portland cement, or sulfate-resistant Portland cement, blast furnace cement, silica cement, or fly ash cement. Special cements such as mixed cements, alumina cements, white cements, ultra-fast hardening cements, or expansive cements, or hydraulic substances such as gypsum trihydrate and gypsum hemihydrate are the main components.
導電性セメントとするためには、炭素繊維、アルミン酸
塩及び水硬性組成物を各種混合機によりあらかじめ混合
しておくか、あるいはセメントペースト、モルタルまた
はコンクリートとして使用する時に同時に混合してもよ
い。To prepare a conductive cement, the carbon fibers, aluminate and hydraulic composition may be premixed in various mixers, or may be mixed simultaneously when used as cement paste, mortar or concrete.
混合の割合としては、水硬性組成物に対し、炭素繊維は
6重量%以下、アルミン酸塩は30重量%以下が好まし
い。The mixing ratio is preferably 6% by weight or less of carbon fiber and 30% by weight or less of aluminate based on the hydraulic composition.
炭素繊維を6重量%を越える割合で加えると、繊維がだ
んご状となり、導電性の向上は期待できない。アルミン
酸塩は、凝結・硬化促進作用があるので、30重量%を
越える割合で加えると、注水後直ちに凝結し、繊維の分
散性に劣る。If carbon fiber is added in a proportion exceeding 6% by weight, the fibers will become lump-like and no improvement in electrical conductivity can be expected. Since aluminate has the effect of accelerating coagulation and hardening, if it is added in a proportion exceeding 30% by weight, it will coagulate immediately after pouring water, resulting in poor fiber dispersibility.
混合機としては、例えば、ナウターミキサ−1■ブレン
ダー、ボールミル、傾胴ミキサー、または千代田技研工
業■製、商品名「オムニミキサー」等により均一に混合
することができる。As a mixer, for example, a Nauta Mixer 1 blender, a ball mill, a tilting mixer, or a product manufactured by Chiyoda Giken Kogyo Co., Ltd. under the trade name "Omni Mixer" can be used for uniform mixing.
以上の方法により混合された導電性セメントを使用する
に際しては、このまま水と混練してペースト状態として
使用してもよく、この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、また、この導電性セ
メントと細骨材と粗骨材を混合してコンクリートとして
使用してもよい。When using the conductive cement mixed by the above method, it may be kneaded with water and used as a paste, or this conductive cement and fine aggregate may be mixed and used as mortar. Moreover, this conductive cement, fine aggregate, and coarse aggregate may be mixed and used as concrete.
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、ハンドミキサーまたは強制ミキサー等一般的な
ものでよい。In this case, the kneading machine may be a general one such as a tilting mixer, a mortar mixer, a hand mixer, or a forced mixer.
更に、セメント硬化体の乾燥収縮によるひび割れ等を防
ぐ目的で、水和不活性粉末として石英、炭酸カルシウム
、炭化珪素、アルミナまたはタルク等を添加することも
できる。Furthermore, for the purpose of preventing cracks and the like due to drying shrinkage of the hardened cement product, hydrated inert powder such as quartz, calcium carbonate, silicon carbide, alumina or talc may be added.
以下、実施例により、本発明を具体的に説明する。 Hereinafter, the present invention will be specifically explained with reference to Examples.
実施例1
普通ポルトランドセメント(アンデスセメント社製)1
00重量部に対し、繊維の長さ25n、繊維径15μm
の炭素繊維(呉羽化学工業社製)2重量部、アルミン酸
ナトリウム(電気化学工業社製)1重量部を入れ、オム
ニミキサーにより3分間混合した。Example 1 Ordinary Portland cement (manufactured by Andes Cement) 1
00 parts by weight, fiber length 25n, fiber diameter 15μm
2 parts by weight of carbon fiber (manufactured by Kureha Kagaku Kogyo Co., Ltd.) and 1 part by weight of sodium aluminate (manufactured by Denki Kagaku Kogyo Co., Ltd.) were mixed for 3 minutes using an omnimixer.
これに、水80重量部を加えハンドミキサーで5分間混
練した。ペーストはだんご状とはなっておらず、十分に
繊維は分散されていた。To this, 80 parts by weight of water was added and kneaded for 5 minutes using a hand mixer. The paste was not lump-like and the fibers were sufficiently dispersed.
このペーストを接地抵抗低減剤として使用するため、あ
らかじめ縦横50 X 50 am、高さ70cmの穴
を掘り、銅製アース棒を埋め込んだ場所に流し込んだと
ころ、5分後には硬化し、埋め戻しが可能であった。In order to use this paste as a grounding resistance reducer, we dug a hole 50 x 50 am in length and width and 70 cm in height and poured it into the place where the copper earth rod was embedded. After 5 minutes, it hardened and could be backfilled. Met.
処理前、処理7日後、6力月後及び1力年後の比抵抗の
測定結果を第1表に示した。Table 1 shows the measurement results of specific resistance before treatment, 7 days after treatment, 6 months after treatment, and 1 year after treatment.
第1表に示すように、硬化体の比抵抗は改善され、1力
年経過後にも変化は認められなかった。As shown in Table 1, the specific resistance of the cured product was improved, and no change was observed even after 1 year.
第1表
実施例2
普通ポルトランドセメント100重量部に対し、繊維長
25mm、繊維径15μmの炭素繊維2重量部、アルミ
ン酸ナトリウム(電気化学工業社製)1重量部を入れ、
■ブレンダーにより5分間混合した。これに水80重量
部を加え、モルタルミキサーで5分間混練した。Table 1 Example 2 To 100 parts by weight of ordinary Portland cement, 2 parts by weight of carbon fibers with a fiber length of 25 mm and a fiber diameter of 15 μm and 1 part by weight of sodium aluminate (manufactured by Denki Kagaku Kogyo Co., Ltd.) were added.
(2) Mixed for 5 minutes using a blender. 80 parts by weight of water was added to this, and the mixture was kneaded for 5 minutes using a mortar mixer.
比較のために、アルミン酸すトリウム無添加の場合も同
様の試験を実施した。For comparison, a similar test was conducted without the addition of sthorium aluminate.
アルミン酸ナトリウムを添加したものは、だんご状とは
ならず、十分に繊維は分散されていたが、無添加のもの
は繊維同志がからみ合い、だんご状となった。In the case where sodium aluminate was added, the fibers were sufficiently dispersed without forming a dumpling-like shape, but in the case of the case without the addition, the fibers were intertwined with each other, resulting in a ball-like shape.
これらのペーストを4X4X15cmの型枠に入れ、温
度20°C1相対湿度60%で打設7日後に硬化体の比
抵抗を測定し、第2表を得た。These pastes were placed in a 4 x 4 x 15 cm mold, and placed at a temperature of 20° C. and a relative humidity of 60%. Seven days after casting, the specific resistance of the cured product was measured, and Table 2 was obtained.
アルミン酸ナトリウム無添加の場合には、セメント10
0重量部に対し、炭素繊維を6重量部加えても、硬化体
の比抵抗は改善されなかった。If sodium aluminate is not added, cement 10
Even when 6 parts by weight of carbon fiber was added to 0 parts by weight, the specific resistance of the cured product was not improved.
第2表
実施例3
実施例2において、アルミン酸ナトリウムの代りにアル
ミン酸カリウムとアルミン酸カルシウムを重量比で1:
1に混合したものを1重量部加えて、同様の試験を行な
い第3表を得た。Table 2 Example 3 In Example 2, potassium aluminate and calcium aluminate were used in place of sodium aluminate in a weight ratio of 1:1.
A similar test was carried out by adding 1 part by weight of the mixture of 1 and 2, and Table 3 was obtained.
本発明の導電性セメントを用いることにより、以下に示
すような効果がある。By using the conductive cement of the present invention, the following effects can be obtained.
(1)炭素繊維をセメント硬化体中に均一に分散させる
ことができる。(1) Carbon fibers can be uniformly dispersed in the cement hardened body.
(2)少量の炭素繊維の混入で、セメント硬化体は高い
導電性を得ることができる。(2) By mixing a small amount of carbon fiber, the cement hardened body can obtain high conductivity.
特許出願人 電気化学工業株式会社Patent applicant: Denki Kagaku Kogyo Co., Ltd.
Claims (1)
とを特徴とする導電性セメント。A conductive cement comprising carbon fiber, an aluminate, and a hydraulic composition.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62290285A JP2624269B2 (en) | 1987-11-17 | 1987-11-17 | Conductive cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62290285A JP2624269B2 (en) | 1987-11-17 | 1987-11-17 | Conductive cement |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01131042A true JPH01131042A (en) | 1989-05-23 |
JP2624269B2 JP2624269B2 (en) | 1997-06-25 |
Family
ID=17754162
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62290285A Expired - Lifetime JP2624269B2 (en) | 1987-11-17 | 1987-11-17 | Conductive cement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2624269B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0585184A1 (en) * | 1992-08-18 | 1994-03-02 | Sekisui Chemical Co., Ltd. | Electromagnetic wave shielding building material |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4937519B2 (en) * | 2005-03-24 | 2012-05-23 | 電気化学工業株式会社 | Cement admixture, cement composition, and cement mortar using the same |
JP4937520B2 (en) * | 2005-03-24 | 2012-05-23 | 電気化学工業株式会社 | Cement admixture, cement composition, and cement mortar using the same |
JP4772352B2 (en) * | 2005-03-28 | 2011-09-14 | 電気化学工業株式会社 | Cement admixture, cement composition, and cement mortar using the same |
JP4976657B2 (en) * | 2005-03-28 | 2012-07-18 | 電気化学工業株式会社 | Cement admixture, cement composition, and cement mortar using the same |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60144498A (en) * | 1984-01-06 | 1985-07-30 | 電気化学工業株式会社 | Tunnel shield construction method |
JPS61281083A (en) * | 1985-06-04 | 1986-12-11 | 恒和化学工業株式会社 | Super thick paint material |
-
1987
- 1987-11-17 JP JP62290285A patent/JP2624269B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS60144498A (en) * | 1984-01-06 | 1985-07-30 | 電気化学工業株式会社 | Tunnel shield construction method |
JPS61281083A (en) * | 1985-06-04 | 1986-12-11 | 恒和化学工業株式会社 | Super thick paint material |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0585184A1 (en) * | 1992-08-18 | 1994-03-02 | Sekisui Chemical Co., Ltd. | Electromagnetic wave shielding building material |
US5422174A (en) * | 1992-08-18 | 1995-06-06 | Sekisui Chemical Co. Ltd. | Electromagnetic wave shielding building material |
Also Published As
Publication number | Publication date |
---|---|
JP2624269B2 (en) | 1997-06-25 |
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