JPH07142136A - Grounding resistance reducing agent and grounding electrode - Google Patents
Grounding resistance reducing agent and grounding electrodeInfo
- Publication number
- JPH07142136A JPH07142136A JP31428293A JP31428293A JPH07142136A JP H07142136 A JPH07142136 A JP H07142136A JP 31428293 A JP31428293 A JP 31428293A JP 31428293 A JP31428293 A JP 31428293A JP H07142136 A JPH07142136 A JP H07142136A
- Authority
- JP
- Japan
- Prior art keywords
- reducing agent
- resistance reducing
- weight
- parts
- fibers
- 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
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、送電鉄塔、避雷針など
をアースする上で有用な接地抵抗低減剤に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground resistance reducing agent useful for grounding power transmission towers, lightning rods and the like.
【0002】[0002]
【従来の技術】送電鉄塔、避雷針などをアースするた
め、導電性物質と水硬性セメントとの混合物を、接地電
極の周囲に散布し、散水することにより接地体を形成す
る方法が知られている。しかし、この方法では、水硬性
セメントの硬化に伴なって導電性が低下する。2. Description of the Related Art In order to ground a power transmission tower, a lightning rod, etc., a method is known in which a mixture of a conductive substance and hydraulic cement is sprinkled around a ground electrode and water is sprinkled to form a grounded body. . However, in this method, the conductivity decreases as the hydraulic cement hardens.
【0003】特開昭62−35479号公報には、蛇紋
岩などの導電性の高い石を粉砕した石粉と微粒子状のカ
ーボンとを混合した接地抵抗低減剤が提案されている。
また、特開平3−265556号公報には、(1)水硬
性セメント、(2)ベントナイトなどの保水剤としての
粘土鉱物、(3)高吸水性高分子、(4)炭素粉末など
の導電性物質、および(5)電解質溶液を吸着保持す
る、石灰石、ケイ石またはドロマイト粉末を特定の割合
で含む接地抵抗低減剤が提案されている。Japanese Unexamined Patent Publication (Kokai) No. 62-35479 proposes a ground resistance reducing agent in which stone powder obtained by crushing highly conductive stone such as serpentine is mixed with particulate carbon.
Further, in JP-A-3-265556, (1) hydraulic cement, (2) clay mineral as a water retention agent such as bentonite, (3) superabsorbent polymer, (4) conductivity of carbon powder and the like. A ground resistance-reducing agent has been proposed, which contains a substance and (5) an adsorbent and retains an electrolyte solution and contains limestone, silica stone or dolomite powder in a specific ratio.
【0004】しかし、これらの接地抵抗低減剤は、導電
性物質としてカーボン粉を用いるので、導電性が低いだ
けでなく、機械的強度も小さい。そして、地中、特に地
盤の弱い砂地や砂地層などに前記接地抵抗低減剤からな
る接地電極を敷設または埋設すると、地震、車両の走行
に伴なう振動、不等沈下などにより、接地電極にクラッ
クが発生し、導電性がさらに低下する。そのため、高い
導電性を長期に亘り維持できなくなる。However, since these ground resistance reducing agents use carbon powder as a conductive substance, they not only have low conductivity but also low mechanical strength. When the ground electrode composed of the ground resistance reducing agent is laid or buried in the ground, particularly in a sandy ground or a sandy layer where the ground is weak, the ground electrode may be damaged due to an earthquake, vibration accompanying traveling of the vehicle, or uneven settlement. Cracks occur and the conductivity is further reduced. Therefore, high conductivity cannot be maintained for a long time.
【0005】[0005]
【発明が解決しようとする課題】従って、本発明の目的
は、クラックが生じても高い導電性を長期に亘り維持で
きる接地抵抗低減剤および接地電極を提供することあ
る。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a ground resistance reducing agent and a ground electrode which can maintain high conductivity for a long period of time even if cracks occur.
【0006】本発明の他の目的は、機械的強度が大き
く、クラックの発生を抑制できるとともに、高い導電性
を維持できる接地抵抗低減剤および接地電極を提供する
ことにある。Another object of the present invention is to provide a ground resistance reducing agent and a ground electrode which have high mechanical strength, can suppress the occurrence of cracks, and can maintain high conductivity.
【0007】[0007]
【発明の構成】本発明者らは、前記目的を達成するため
鋭意検討の結果、導電性繊維と吸湿性物質とを組合せた
り、さらに無機硬化性物質を併用した組成物を用いる
と、機械的強度が大きく、高い導電性を維持できる接地
体が得られることを見いだし、本発明を完成した。As a result of intensive studies to achieve the above object, the present inventors have found that the use of a composition in which a conductive fiber and a hygroscopic substance are combined or an inorganic curable substance is used together results in mechanical It was found that a grounding body having high strength and capable of maintaining high conductivity was obtained, and the present invention was completed.
【0008】すなわち、本発明の接地抵抗低減剤は、導
電性繊維と吸湿性物質とを含んでいる。この接地抵抗低
減剤は、無機硬化性物質を含んでいてもよい。That is, the ground resistance reducing agent of the present invention contains a conductive fiber and a hygroscopic substance. This ground resistance reducing agent may contain an inorganic curable substance.
【0009】さらに、本発明の接地電極は、前記接地抵
抗低減剤で形成されている。Further, the ground electrode of the present invention is formed of the ground resistance reducing agent.
【0010】前記導電性繊維としては、導電性の高い種
々の繊維、例えば、アルミニウム、銅、鉄などの金属繊
維;導電性有機繊維;ポリアクリロニトリル、フェノー
ル樹脂、コプナ樹脂、レーヨンなどの高分子、石油又は
石炭系ピッチなどの炭素繊維化可能な繊維を素材とする
炭素繊維などが挙げられる。これらの導電性繊維は一種
又は二種以上使用できる。As the conductive fiber, various highly conductive fibers, for example, metal fibers such as aluminum, copper and iron; conductive organic fibers; polymers such as polyacrylonitrile, phenol resin, copna resin and rayon, Examples thereof include carbon fibers made from fibers that can be made into carbon fibers such as petroleum or coal pitch. These conductive fibers may be used alone or in combination of two or more.
【0011】このような導電性繊維を用いると、接地抵
抗低減剤て構成された接地体を補強できるだけでなく、
接地体にクラックやひび割れが生じても、橋渡しする導
電性繊維により導電性が低下しない。また、導電性繊維
を用いると、粉粒状の導電性物質とは異なり、少量であ
っても高い導電性を確保できる。The use of such a conductive fiber not only reinforces the grounding body composed of the grounding resistance reducing agent, but also
Even if the grounding body is cracked or cracked, the conductive fiber does not reduce the conductivity. Further, when the conductive fiber is used, it is possible to secure high conductivity even in a small amount, unlike the conductive material in the form of powder.
【0012】これらの導電性繊維のうち、好ましい導電
性繊維には炭素繊維が含まれる。炭素繊維は、炭素繊維
化可能な繊維を、不活性ガス雰囲気又は真空下、800
〜1500℃程度の温度で焼成した炭化繊維であっても
よいが、導電性の高い黒鉛化繊維であるのが好ましい。
黒鉛化繊維は、1500℃を越える温度、例えば、20
00〜3500℃、好ましくは2500〜3500℃程
度で焼成することにより得られる。なお、黒鉛化繊維
は、黒鉛の結晶構造を有していなくてもよい。Among these conductive fibers, preferred conductive fibers include carbon fibers. The carbon fiber is a fiber that can be made into a carbon fiber, and is 800
Carbonized fibers fired at a temperature of about 1500 ° C. may be used, but graphitized fibers having high conductivity are preferable.
Graphitized fibers have temperatures above 1500 ° C., for example 20
It can be obtained by firing at about 00 to 3500 ° C, preferably about 2500 to 3500 ° C. The graphitized fiber may not have the crystal structure of graphite.
【0013】前記導電性繊維は、直毛状の繊維であって
もよいが、フィブリル化した繊維、特にカールした捲縮
繊維であるのが好ましい。フィブリル化した繊維や捲縮
した繊維を用いると、繊維同士の絡み合いにより導電性
繊維の接触割合を大きくでき、直毛状の繊維に比べて、
導電性を著しく高めることができる。The conductive fibers may be straight fibers, but are preferably fibrillated fibers, especially curled crimped fibers. If fibrillated fibers or crimped fibers are used, the contact ratio of the conductive fibers can be increased due to the entanglement of the fibers, and compared with straight fibers,
The conductivity can be significantly increased.
【0014】導電性繊維のアスペクト比は、導電性およ
び混合分散性などを損わない範囲で選択でき、例えば、
10〜5000、好ましくは25〜3500、さらに好
ましくは50〜2500程度である。アスペクト比が1
0未満では、導電性が低下し、5000を越えると混合
分散性が低下し易い。The aspect ratio of the conductive fiber can be selected within a range that does not impair the conductivity and the mixing and dispersibility.
It is 10 to 5000, preferably 25 to 3500, and more preferably 50 to 2500. Aspect ratio is 1
When it is less than 0, the conductivity is lowered, and when it exceeds 5000, the mixing and dispersibility is apt to be lowered.
【0015】なお、導電性繊維の素線径は、繊維の種類
に応じて、例えば、1μm〜0.5mm程度の範囲から
適当に選択できる。炭素繊維の素線径は、例えば、5〜
30μm、好ましくは10〜25μm程度である。The wire diameter of the conductive fiber can be appropriately selected from the range of about 1 μm to 0.5 mm, depending on the type of the fiber. The strand diameter of the carbon fiber is, for example, 5 to
It is about 30 μm, preferably about 10 to 25 μm.
【0016】導電性繊維は短繊維として使用される場合
が多い。短繊維の長さは、捲縮状態での長さを含めて導
電性および混合分散性などを損わない範囲で選択でき、
例えば、0.1〜40mm、好ましくは1〜30mm程
度であり、3〜25mm程度の短繊維が繁用される。Conductive fibers are often used as short fibers. The length of the short fibers can be selected within a range not impairing the conductivity and the mixing dispersibility including the length in the crimped state,
For example, it is about 0.1 to 40 mm, preferably about 1 to 30 mm, and short fibers of about 3 to 25 mm are frequently used.
【0017】吸湿性物質としては、保水性を有する種々
の物質が使用でき、例えば、澱粉系ポリマー、セルロー
ス系ポリマー、アクリル酸系ポリマー、メタクリル酸系
ポリマー、マレイン酸系ポリマー、イソブチレン無水マ
レイン酸共重合体などの高吸水性樹脂;活性炭、酸性白
土、活性白土、活性アルミナ、酸化チタン、粘土鉱物
(例えば、カオリン、ベントナイト、ケイソウ土、木節
粘土、ガイロメ粘土など)、ゼオライト、パーライト、
バーミキュライト、シラスバルーン、焼成カオリン、ケ
イ酸マグネシウムなどの吸湿性を有する多孔質無機物質
が挙げられる。これらの吸湿性物質は一種又は二種以上
使用できる。As the hygroscopic substance, various substances having water retention property can be used. For example, starch-based polymer, cellulose-based polymer, acrylic acid-based polymer, methacrylic acid-based polymer, maleic acid-based polymer, isobutylene-maleic anhydride copolymer can be used. Super absorbent polymers such as polymers; activated carbon, acid clay, activated clay, activated alumina, titanium oxide, clay minerals (eg kaolin, bentonite, diatomaceous earth, kibushi clay, gyrome clay, etc.), zeolite, perlite,
Examples include hygroscopic porous inorganic substances such as vermiculite, shirasu balloon, calcined kaolin, and magnesium silicate. These hygroscopic substances may be used alone or in combination of two or more.
【0018】好ましい吸湿性物質には、高い吸湿性を有
する高吸湿性物質、例えば、ケイソウ土、ゼオライト、
ベントナイトなどの多孔質無機物質や粘土鉱物、特に粘
土鉱物が含まれる。吸湿性物質は粉粒体として使用され
る場合が多い。吸湿性物質の粒度は、例えば、150メ
ッシュ以下である場合が多く、比表面積は、5〜300
0m2 /g程度である場合が多い。Preferred hygroscopic substances include highly hygroscopic substances having high hygroscopicity, for example, diatomaceous earth, zeolite,
Porous inorganic substances such as bentonite and clay minerals, especially clay minerals are included. Hygroscopic substances are often used as powders. The particle size of the hygroscopic substance is often, for example, 150 mesh or less, and the specific surface area is 5 to 300.
It is often about 0 m 2 / g.
【0019】吸湿性物質を用いると、水分を適度に保持
して高い導電性を維持できる、また、接地体として粘性
および靭性に富み、導電性繊維で補強されているので、
簡便な工法によっても長期使用に十分耐える。なお、吸
湿性物質として粘土鉱物を用いると、水分を保持させた
ままでは粘性を示すものの、繊維で補強しているので、
土中で接地体としての形態を維持できる。When a hygroscopic substance is used, water can be held appropriately and high conductivity can be maintained. Further, since it is rich in viscosity and toughness as a grounding body and reinforced with conductive fibers,
Even a simple construction method can withstand long-term use. If a clay mineral is used as a hygroscopic substance, it will be viscous while retaining water, but since it is reinforced with fibers,
The form as a grounding body can be maintained in the soil.
【0020】接地抵抗低減剤において、前記導電性繊維
と吸湿性物質との割合は、導電性などを損わない範囲で
適当に選択でき、例えば、吸湿性物質100重量部に対
して、導電性繊維0.1〜20重量部、好ましくは0.
5〜10重量部、さらに好ましくは1〜5重量部程度で
ある。導電性繊維の割合が0.1重量部未満であると導
電性および機械的強度がさほど向上せず、20重量部を
越えると導電性繊維の混合分散性が低下し易い。In the ground resistance reducing agent, the ratio of the conductive fibers to the hygroscopic substance can be appropriately selected within a range that does not impair the conductivity. 0.1 to 20 parts by weight of fiber, preferably 0.
The amount is 5 to 10 parts by weight, more preferably 1 to 5 parts by weight. If the ratio of the conductive fibers is less than 0.1 part by weight, the conductivity and mechanical strength are not improved so much, and if it exceeds 20 parts by weight, the mixing and dispersibility of the conductive fibers tends to be lowered.
【0021】前記接地抵抗低減剤の強度を向上させるた
めには、無機硬化性物質を併用するのが有用である。無
機硬化性物質には、例えば、セッコウ;消石灰やドロマ
イトプラスターなどの石灰;水硬性物質が含まれる。水
硬性物質としては、セメント(例えば、ポルトランドセ
メント、早強ポルトランドセメント、アルミナセメン
ト、急硬高強度セメント、焼きセッコウなどの自硬性セ
メント;石灰スラグセメント、高炉セメント;混合セメ
ント)などの水硬性セメントが挙げられる。好ましい無
機硬化性物質には、例えば、セッコウ、消石灰やドロマ
イトプラスター、水硬性セメントなどが含まれる。無機
硬化性物質も一種又は二種以上使用できる。In order to improve the strength of the ground resistance reducing agent, it is useful to use an inorganic curable substance together. Examples of the inorganic curable substance include gypsum; lime such as slaked lime and dolomite plaster; and hydraulic substance. As the hydraulic material, hydraulic cement such as cement (for example, Portland cement, early strength Portland cement, alumina cement, rapid hardening high strength cement, self-hardening cement such as gypsum; lime slag cement, blast furnace cement; mixed cement) Is mentioned. Preferred inorganic curable substances include, for example, gypsum, slaked lime, dolomite plaster, hydraulic cement and the like. One kind or two or more kinds of inorganic curable substances can also be used.
【0022】このような無機硬化性物質を含有させる
と、前記導電性繊維の補強効果と相まって、無機硬化性
物質の硬化により、接地抵抗低減剤で構成された接地体
の強度をさらに向上できる。また、無機硬化性物質の硬
化に伴なって、通常、導電性が低下する場合が多いもの
の、前記導電性物質が繊維状であるため、無機硬化性物
質が硬化しても、導電性の低下を抑制できる。When such an inorganic curable substance is contained, the strength of the grounding body made of the ground resistance reducing agent can be further improved by the curing of the inorganic curable substance in combination with the reinforcing effect of the conductive fiber. In addition, with the curing of the inorganic curable substance, usually, the conductivity is often reduced, but since the conductive substance is fibrous, even if the inorganic curable substance is cured, the conductivity is lowered. Can be suppressed.
【0023】無機硬化性物質を含む組成物において、各
成分の割合は、導電性および機械的強度を損わない範囲
で選択でき、例えば、無機硬化性物質100重量部に対
して、導電性繊維0.1〜15重量部(好ましくは0.
5〜10重量部、さらに好ましくは1〜5重量部)、お
よび吸湿性物質5〜200重量部(好ましくは10〜1
50重量部、さらに好ましくは25〜100重量部)程
度である。導電性繊維の割合が0.1重量部未満である
と接地抵抗低減剤の導電性及び機械的強度が低下し、1
5重量部を越えると導電性繊維の均一な分散性が低下し
易い。また、吸湿性物質の割合が5重量部未満であると
導電性が低下し易く、200重量部を越えると機械的強
度が低下し易い。In the composition containing an inorganic curable substance, the proportion of each component can be selected within a range that does not impair the electrical conductivity and mechanical strength. For example, 100 parts by weight of the inorganic curable substance can be used for the conductive fiber. 0.1 to 15 parts by weight (preferably 0.
5 to 10 parts by weight, more preferably 1 to 5 parts by weight), and a hygroscopic substance 5 to 200 parts by weight (preferably 10 to 1).
50 parts by weight, more preferably about 25 to 100 parts by weight). If the ratio of the conductive fibers is less than 0.1 parts by weight, the conductivity and mechanical strength of the ground resistance reducing agent will decrease, and
If it exceeds 5 parts by weight, the uniform dispersibility of the conductive fibers tends to decrease. Further, if the proportion of the hygroscopic substance is less than 5 parts by weight, the conductivity tends to decrease, and if it exceeds 200 parts by weight, the mechanical strength tends to decrease.
【0024】なお、接地抵抗低減剤は、前記成分に加え
て、補強繊維(例えば、ガラス繊維;アルミニウムシリ
ケート質繊維、アルミナ質繊維、炭化ケイ素繊維などの
セラミック繊維;ポリエチレン繊維、ポリプロピレン繊
維、セルロース繊維、レーヨン繊維、アセテート繊維、
ナイロン繊維、ポリエステル繊維、ポリビニルアルコー
ル系合成繊維(ビニロン繊維)、ポリエーテルスルホン
繊維、芳香族ポリアミド繊維(アラミド繊維など)など
の高分子繊維)を添加してもよい。The ground resistance reducing agent is, in addition to the above-mentioned components, reinforcing fibers (for example, glass fibers; ceramic fibers such as aluminum silicate fibers, alumina fibers and silicon carbide fibers; polyethylene fibers, polypropylene fibers, cellulose fibers). , Rayon fiber, acetate fiber,
Polymer fibers such as nylon fibers, polyester fibers, polyvinyl alcohol-based synthetic fibers (vinylon fibers), polyether sulfone fibers, aromatic polyamide fibers (aramid fibers, etc.) may be added.
【0025】また、接地抵抗低減剤は、砂、ケイ砂、パ
ーライトなどの細粒であってもよい骨材;着色剤、硬化
剤、有機酸塩、無機酸塩などの凝結遅延剤、塩化カルシ
ウムなどの硬化促進剤、ナフタレンスルホン酸ナトリウ
ムなどの減水剤、凝固剤、カルボキシメチルセルロー
ス、メチルセルロース、ポリビニルアルコールなどの増
粘剤、発泡剤、合成樹脂エマルジョンなどの防水剤、可
塑剤などの種々の添加剤を含んでいてもよい。The ground resistance reducing agent may be an aggregate which may be fine particles such as sand, silica sand and perlite; a colorant, a curing agent, a set retarder such as an organic acid salt and an inorganic acid salt, calcium chloride. Various accelerators, water reducing agents such as sodium naphthalene sulfonate, coagulants, thickeners such as carboxymethyl cellulose, methyl cellulose, polyvinyl alcohol, foaming agents, waterproofing agents such as synthetic resin emulsions, and various additives such as plasticizers. May be included.
【0026】本発明の接地抵抗低減剤は水と混練した混
練物(モルタル)として、銅、アルミニウムなどの導電
性線材で構成された接地電極の周囲に散布、打設などの
方法により、接地体を形成し、接地電極をアースするこ
とができる。また、前記混練物を接地電極が配された地
中の穿設孔に注入することにより、接地体とともに接地
電極をアースしてもよい。また、無機硬化性物質を含む
場合には、水との混練物とすることなく、接地抵抗低減
剤を接地電極の周囲に配したり、接地電極が配された穿
設穴に注入し、散水や土壌中の水分により硬化させ、接
地体を形成してもよい。The ground resistance reducing agent of the present invention is a kneaded material (mortar) kneaded with water, and is ground or grounded by a method such as spraying or placing around a ground electrode composed of a conductive wire material such as copper or aluminum. Can be formed and the ground electrode can be grounded. In addition, the ground electrode may be grounded together with the grounding body by injecting the kneaded material into a hole provided in the ground where the ground electrode is arranged. When it contains an inorganic curable substance, a ground resistance reducing agent should be placed around the ground electrode or injected into the hole where the ground electrode is placed without sprinkling with water, without forming a kneaded product with water. Alternatively, the grounded body may be formed by curing with water in soil or soil.
【0027】さらに、前記のように本発明の接地抵抗低
減剤は、補強性が高く、クラックなどが生じても導電性
の低下を抑制できる導電性繊維を含んでいるため、接地
体に止まらず接地電極自体とすることも可能である。特
に、前記無機硬化性物質を含む接地抵抗低減剤は、接地
電極を形成する上で有用である。この場合には、前記接
地抵抗低減剤と水との混合物からなる流動性組成物また
はモルタルを、地中の穴(例えば、直径10cm,深さ
5mなどの穴)に注入し、固化させることにより接地電
極を形成できる。前記混練物などにおける水の割合は、
打設又は注入可能な流動性組成物が得られる範囲で適当
に選択できる。Further, as described above, the ground resistance reducing agent of the present invention has a high reinforcing property and contains conductive fibers capable of suppressing a decrease in conductivity even if cracks or the like occur. It is also possible to use the ground electrode itself. Particularly, the ground resistance reducing agent containing the inorganic curable substance is useful for forming a ground electrode. In this case, a fluid composition or mortar composed of a mixture of the ground resistance reducing agent and water is poured into a hole in the ground (for example, a hole having a diameter of 10 cm and a depth of 5 m) and solidified. A ground electrode can be formed. The proportion of water in the kneaded product,
It can be appropriately selected within a range where a pourable or pourable flowable composition is obtained.
【0028】接地電極の断面形状は、多角形状、楕円
状、円状などのいずれであってもよく、特に制限されな
い。また、接地電極の形状は、地盤の強度などに応じて
選択でき、例えば、砂地や砂地層、湿地帯などのように
地盤の弱い箇所では柱状の接地電極であってもよく、プ
レート状、ブロック状などの接地電極であってもよい。
地震、車両の走行に伴なう振動、不等沈下などにより、
敷設または埋設した接地電極に応力が作用しても、クラ
ックやひび割れの発生、導電性の低下を顕著に抑制でき
る。The cross-sectional shape of the ground electrode may be any of a polygonal shape, an elliptical shape, a circular shape, etc., and is not particularly limited. In addition, the shape of the ground electrode can be selected according to the strength of the ground, and may be a columnar ground electrode in a place where the ground is weak, such as a sandy ground, a sandy layer, a wetland, etc. It may be a ground electrode having a shape such as a shape.
Due to earthquakes, vibrations associated with the running of the vehicle, uneven settlement, etc.
Even when stress is applied to the grounded or laid ground electrode, the occurrence of cracks and cracks and the decrease in conductivity can be significantly suppressed.
【0029】[0029]
【発明の効果】本発明の接地抵抗低減剤および接地電極
は、導電性繊維および吸湿性物質を含むので、高い導電
性を長期に亘り維持できるとともに、接地体の機械的強
度を高めることができる。また、導電性物質が繊維状で
あるため、クラックが生じても高い導電性を維持でき
る。さらに、無機硬化性物質を含む場合には、接地体の
機械的強度をさらに高めることができるとともに、クラ
ックの発生を抑制でき、高い導電性を維持できる。Since the ground resistance reducing agent and the ground electrode of the present invention contain the conductive fiber and the hygroscopic substance, the high conductivity can be maintained for a long time and the mechanical strength of the grounding body can be enhanced. . Further, since the conductive substance is fibrous, high conductivity can be maintained even if cracks occur. Furthermore, when an inorganic curable substance is included, the mechanical strength of the grounding body can be further increased, the occurrence of cracks can be suppressed, and high conductivity can be maintained.
【0030】[0030]
【実施例】以下に、実施例に基づいて本発明をより詳細
に説明する。EXAMPLES The present invention will be described in more detail based on the following examples.
【0031】実施例1 ベントナイト100重量部に対して、捲縮したピッチ系
黒鉛化炭素繊維(素繊径18μm、繊維長25mm)2
重量部および水100重量部を添加して混合し、得られ
た混練物を型枠(4cm×4cm×16cm)に打設
し、23℃、相対湿度50%で3日間乾燥し、供試体を
作製した。Example 1 Pitch-based graphitized carbon fiber (fiber diameter 18 μm, fiber length 25 mm) 2 crimped with 100 parts by weight of bentonite
1 part by weight and 100 parts by weight of water are added and mixed, and the resulting kneaded product is placed in a mold (4 cm × 4 cm × 16 cm) and dried at 23 ° C. and 50% relative humidity for 3 days to give a specimen. It was made.
【0032】比較例1 ベントナイト100重量部に対して、導電性カーボンブ
ラックからなる炭素粉末2重量部を用いる以外、実施例
1と同様にして供試体を作製した。Comparative Example 1 A specimen was prepared in the same manner as in Example 1, except that 100 parts by weight of bentonite was used and 2 parts by weight of carbon powder made of conductive carbon black was used.
【0033】実施例2 普通ポルトランドセメント100重量部に対して、捲縮
したピッチ系黒鉛化炭素繊維(素繊径18μm、繊維長
25mm)2重量部、ベントナイト50重量部、および
水60重量部を添加して混合し、セメントモルタルを調
製した。得られたセメントモルタルを型枠(4cm×4
cm×16cm)に打設し、23℃、相対湿度50%で
1週間に亘り気中養生し、供試体を作製した。Example 2 100 parts by weight of ordinary Portland cement was mixed with 2 parts by weight of crimped pitch-based graphitized carbon fiber (fiber diameter 18 μm, fiber length 25 mm), bentonite 50 parts by weight, and water 60 parts by weight. Cement mortar was prepared by adding and mixing. Form the obtained cement mortar into a mold (4 cm x 4
(cm × 16 cm) and cured in air at 23 ° C. and 50% relative humidity for 1 week to prepare a test piece.
【0034】実施例3 ベントナイト50重量部に代えて、ゼオライト50重量
部を用いる以外、実施例2と同様にして供試体を作製し
た。Example 3 A specimen was prepared in the same manner as in Example 2 except that 50 parts by weight of zeolite was used instead of 50 parts by weight of bentonite.
【0035】実施例4 捲縮した炭素繊維に代えて、直毛状のピッチ系黒鉛化炭
素繊維(素繊径18μm、繊維長25mm)2重量部を
用いる以外、実施例2と同様にして供試体を作製した。Example 4 The procedure of Example 2 was repeated, except that 2 parts by weight of straight-pitch pitch-based graphitized carbon fiber (fiber diameter 18 μm, fiber length 25 mm) was used in place of the crimped carbon fiber. A sample was prepared.
【0036】実施例5 捲縮した黒鉛化炭素繊維2重量部に代えて、捲縮したピ
ッチ系黒鉛化炭素繊維(素繊径18μm、繊維長25m
m)5重量部を用いる以外、実施例2と同様にして供試
体を作製した。Example 5 Instead of 2 parts by weight of crimped graphitized carbon fiber, crimped pitch-based graphitized carbon fiber (fiber diameter 18 μm, fiber length 25 m)
m) A sample was prepared in the same manner as in Example 2 except that 5 parts by weight was used.
【0037】実施例6 捲縮した黒鉛化炭素繊維2重量部に代えて、捲縮したピ
ッチ系黒鉛化炭素繊維(素繊径18μm、繊維長25m
m)0.5重量部を用いる以外、実施例2と同様にして
供試体を作製した。Example 6 Instead of 2 parts by weight of crimped graphitized carbon fiber, crimped pitch-based graphitized carbon fiber (fiber diameter 18 μm, fiber length 25 m)
m) A test piece was prepared in the same manner as in Example 2 except that 0.5 part by weight was used.
【0038】比較例2 黒鉛化炭素繊維に代えて、導電性カーボンブラックから
なる炭素粉末2重量部を用いる以外、実施例2と同様に
して供試体を作製した。Comparative Example 2 A sample was prepared in the same manner as in Example 2 except that 2 parts by weight of carbon powder made of conductive carbon black was used instead of the graphitized carbon fiber.
【0039】比較例3 普通ポルトランドセメント100重量部に対して、直毛
状のピッチ系黒鉛化炭素繊維(素繊径18μm、繊維長
25mm)2重量部および水50重量部を添加して混合
し、セメントモルタルを調製する以外、実施例2と同様
にして供試体を作製した。Comparative Example 3 To 100 parts by weight of ordinary Portland cement, 2 parts by weight of straight hair type pitch-based graphitized carbon fibers (fiber diameter 18 μm, fiber length 25 mm) and 50 parts by weight of water were added and mixed. A specimen was prepared in the same manner as in Example 2 except that cement mortar was prepared.
【0040】そして、前記実施例および比較例で得られ
た供試体の両端部に導電性接着剤(ドータイト)を塗布
し、テスターを用いて電気抵抗を測定した。また、3点
曲げ試験により、供試体にひび割れを発生させ、ひび割
れ発生時の電気抵抗も測定した。さらに、3点曲げ試験
により、供試体の曲げ強度を測定した。結果を表に示
す。Then, a conductive adhesive (dotite) was applied to both ends of the specimens obtained in the above Examples and Comparative Examples, and the electrical resistance was measured using a tester. In addition, a crack was generated in the test piece by a three-point bending test, and the electrical resistance when the crack was generated was also measured. Further, the bending strength of the test piece was measured by a three-point bending test. The results are shown in the table.
【0041】[0041]
【表1】 表より明らかなように、実施例の供試体は強度が大きい
だけでなく、比較例の供試体に比べて、電気抵抗値が極
めて小さい。特にひび割れが生じても、電気抵抗値が殆
ど低下しない。[Table 1] As is clear from the table, not only the strength of the test piece of the example is large, but also the electric resistance value thereof is extremely smaller than that of the test piece of the comparative example. In particular, even if cracks occur, the electric resistance value hardly decreases.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 14:38) ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location C04B 14:38)
Claims (8)
抵抗低減剤。1. A ground resistance reducing agent containing a conductive fiber and a hygroscopic substance.
00である請求項1記載の接地抵抗低減剤。2. The conductive fiber has an aspect ratio of 10 to 50.
The ground resistance reducing agent according to claim 1, which is 00.
記載の接地抵抗低減剤。3. The conductive fiber is curled.
The ground resistance reducing agent described.
記載の接地抵抗低減剤。4. The conductive fiber is a carbon fiber.
The ground resistance reducing agent described.
性繊維0.1〜20重量部を含む請求項1記載の接地抵
抗低減剤。5. The ground resistance reducing agent according to claim 1, which contains 0.1 to 20 parts by weight of conductive fibers with respect to 100 parts by weight of the hygroscopic substance.
地抵抗低減剤。6. The ground resistance reducing agent according to claim 1, which contains an inorganic curable substance.
導電性繊維0.1〜10重量部、および吸湿性物質5〜
200重量部を含む請求項6記載の接地抵抗低減剤。7. With respect to 100 parts by weight of the inorganic curable substance,
Conductive fiber 0.1 to 10 parts by weight, and hygroscopic substance 5 to
The ground resistance reducing agent according to claim 6, which comprises 200 parts by weight.
で形成された接地電極。8. A ground electrode formed of the ground resistance reducing agent according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31428293A JPH07142136A (en) | 1993-11-18 | 1993-11-18 | Grounding resistance reducing agent and grounding electrode |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31428293A JPH07142136A (en) | 1993-11-18 | 1993-11-18 | Grounding resistance reducing agent and grounding electrode |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07142136A true JPH07142136A (en) | 1995-06-02 |
Family
ID=18051494
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31428293A Pending JPH07142136A (en) | 1993-11-18 | 1993-11-18 | Grounding resistance reducing agent and grounding electrode |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07142136A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100391159B1 (en) * | 2000-10-09 | 2003-07-16 | 윤기주 | Composition reducing earth resistance |
KR100444909B1 (en) * | 2001-12-13 | 2004-08-21 | 우제욱 | Ground resistance decreaser |
KR100615982B1 (en) * | 2004-05-04 | 2006-08-28 | 한국엑스아이티주식회사 | An Composition Of Earth Resistance Agent |
JP2006248792A (en) * | 2005-03-08 | 2006-09-21 | Sumitomo Osaka Cement Co Ltd | Lightweight conductive cement composition and protective material for electrolytic protection obtained by using the conductive cement composition |
JP2006273605A (en) * | 2005-03-28 | 2006-10-12 | Denki Kagaku Kogyo Kk | Cement admixture, cement composition, and cement mortar obtained by using the same |
CN100362699C (en) * | 2005-03-07 | 2008-01-16 | 胡海 | Earthing block using on earthing electrode device and method for making same |
KR100895540B1 (en) * | 2008-08-11 | 2009-04-30 | 제일엔지니어링 (주) | Composition of earth resistance decreaser and hardening substance of manufactured using the same |
KR101061476B1 (en) * | 2008-11-18 | 2011-09-21 | 케이에스지티(주) | material for reducing ground resistance |
KR101255118B1 (en) * | 2012-09-19 | 2013-04-23 | 제룡산업 주식회사 | Sheet type ground plate |
CN103198872A (en) * | 2013-03-20 | 2013-07-10 | 国家电网公司 | Resistance-reducing composition and application to soil thereof |
KR101332666B1 (en) * | 2013-03-22 | 2013-11-25 | 한국산업은행 | Ground module and methode of fabricating the same |
-
1993
- 1993-11-18 JP JP31428293A patent/JPH07142136A/en active Pending
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100391159B1 (en) * | 2000-10-09 | 2003-07-16 | 윤기주 | Composition reducing earth resistance |
KR100444909B1 (en) * | 2001-12-13 | 2004-08-21 | 우제욱 | Ground resistance decreaser |
KR100615982B1 (en) * | 2004-05-04 | 2006-08-28 | 한국엑스아이티주식회사 | An Composition Of Earth Resistance Agent |
CN100362699C (en) * | 2005-03-07 | 2008-01-16 | 胡海 | Earthing block using on earthing electrode device and method for making same |
JP2006248792A (en) * | 2005-03-08 | 2006-09-21 | Sumitomo Osaka Cement Co Ltd | Lightweight conductive cement composition and protective material for electrolytic protection obtained by using the conductive cement composition |
JP4579724B2 (en) * | 2005-03-08 | 2010-11-10 | 住友大阪セメント株式会社 | Lightweight conductive cement mortar cured body and anode protective material for cathodic protection comprising the conductive cement mortar cured body |
JP2006273605A (en) * | 2005-03-28 | 2006-10-12 | Denki Kagaku Kogyo Kk | Cement admixture, cement composition, and cement mortar obtained by using the same |
KR100895540B1 (en) * | 2008-08-11 | 2009-04-30 | 제일엔지니어링 (주) | Composition of earth resistance decreaser and hardening substance of manufactured using the same |
KR101061476B1 (en) * | 2008-11-18 | 2011-09-21 | 케이에스지티(주) | material for reducing ground resistance |
KR101255118B1 (en) * | 2012-09-19 | 2013-04-23 | 제룡산업 주식회사 | Sheet type ground plate |
CN103198872A (en) * | 2013-03-20 | 2013-07-10 | 国家电网公司 | Resistance-reducing composition and application to soil thereof |
KR101332666B1 (en) * | 2013-03-22 | 2013-11-25 | 한국산업은행 | Ground module and methode of fabricating the same |
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