JPH11149948A - Earth electrode buried in deep in multistage and computation of earthing resistance of earth electrode - Google Patents
Earth electrode buried in deep in multistage and computation of earthing resistance of earth electrodeInfo
- Publication number
- JPH11149948A JPH11149948A JP31320997A JP31320997A JPH11149948A JP H11149948 A JPH11149948 A JP H11149948A JP 31320997 A JP31320997 A JP 31320997A JP 31320997 A JP31320997 A JP 31320997A JP H11149948 A JPH11149948 A JP H11149948A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- depth
- buried
- ground electrode
- resistance
- 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
- 238000005553 drilling Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 5
- 238000005259 measurement Methods 0.000 description 5
- 238000009933 burial Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 239000007772 electrode material Substances 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Geophysics And Detection Of Objects (AREA)
- Measurement Of Resistance Or Impedance (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、接地抵抗の測定が
容易に行える多段深埋設接地電極およびその接地抵抗の
算出方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multistage deeply buried ground electrode capable of easily measuring a ground resistance and a method of calculating the ground resistance.
【0002】[0002]
【発明が解決しようとする課題】従来、地中の大深度に
接地電極を埋設する際に、その接地抵抗を測定する場合
は、地盤をボーリングして得られた堀孔に電極を埋設し
て接地抵抗を測定するという方法が取られていた。とこ
ろで、近年、地表近くでの接地を避けて、地表から一定
深度までを絶縁電線としその下方を裸電線として接地電
極としたり、あるいは絶縁電線の下端に別電極材を接続
して接地電極とすることがある。この場合、深度により
接地抵抗が変化することがあり、それらを考慮して、埋
設深度、裸電線等の長さを決定する必要があり、それら
算出に用いられる基礎データが不足すると、その分の余
裕をみなければならず、余分な工事が行われることがあ
り、工事期間および工事費が増大することがあった。Conventionally, when a ground electrode is buried at a large depth in the ground, when measuring the ground resistance, the electrode is buried in a pit obtained by boring the ground. The method of measuring the ground resistance has been used. By the way, in recent years, avoiding grounding near the ground surface, an insulated wire from the ground surface to a certain depth and a ground wire as a bare wire below the insulated wire, or a separate electrode material connected to the lower end of the insulated wire as a ground electrode Sometimes. In this case, the grounding resistance may change depending on the depth, and it is necessary to determine the burial depth, the length of the bare wire, etc. in consideration of them, and if the basic data used for the calculation is insufficient, the Extra work must be taken, extra work may be performed, and the construction period and construction costs may increase.
【0003】[0003]
【課題を解決するための手段】そこで上記課題を解決す
るために、請求項1の発明は、地表から互いに異なる深
度までを絶縁電線とするとともに、その下方を裸電線ま
たは接地極構成材として接地部を形成した2以上の接地
電極を、堀孔内に埋設したことを特徴とする。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, an invention according to claim 1 is to provide an insulated wire from the ground surface to different depths from each other, and to provide a grounded wire underneath as a bare wire or a grounding pole component. Two or more ground electrodes each having a portion are buried in a trench.
【0004】請求項2の発明は、請求項1の多段深埋設
接地電極が埋設される堀孔をボーリングする際に、深さ
が増すごとにドリルパイプ自体を接地電極として各深度
ごとの接地抵抗を測定し、次いで、接地電極の絶縁電線
部の下端の深度に対応する測定接地抵抗値RTと、接地
電極の下端の深度に対応する測定接地抵抗値RLとか
ら、接地電極の接地抵抗REを、算出式RE=(RT×
RL)/(RT−RL)を用いて算出することを特徴とす
る。According to a second aspect of the present invention, when boring a hole in which the multi-stage deeply buried ground electrode of the first aspect is buried, the drill pipe itself is used as a ground electrode every time the depth increases, and the ground resistance at each depth is increased. Then, from the measured ground resistance R T corresponding to the depth of the lower end of the insulated wire portion of the ground electrode and the measured ground resistance R L corresponding to the depth of the lower end of the ground electrode, the ground resistance of the ground electrode is determined. R E is calculated by the following formula: R E = (R T ×
R L ) / (R T -R L ).
【0005】請求項3の発明は、請求項1発明におい
て、堀孔内に接地抵抗測定用の補助接地電極を埋設した
ことを特徴とする。According to a third aspect of the present invention, in the first aspect of the present invention, an auxiliary ground electrode for measuring a ground resistance is buried in the trench.
【0006】請求項4の発明は、請求項1または請求項
3発明において、同一深さの堀孔を2個以上掘削し、そ
れぞれに同一構成の接地電極の組み合わせを埋設すると
ともに、地表部で同一の接地電極同志をそれぞれ並列接
続して接地電極としたことを特徴とする。According to a fourth aspect of the present invention, in the first or the third aspect of the present invention, two or more excavations having the same depth are excavated, and a combination of ground electrodes having the same configuration is buried in each of the excavations. The same ground electrodes are connected in parallel to form ground electrodes.
【0007】[0007]
【発明の実施の形態】以下、図に沿って本発明の実施形
態を説明する。図1は請求項1および請求項3の発明に
かかる実施形態を示す断面図である。図において、Hは
直径Dで深さL3の堀孔である。この堀孔H内の深度L
1,L2,L3までに、それぞれ接地電極1,2,3が埋設さ
れる。接地電極1,2,3は、それぞれ地表から深度T1,
T2,T3までを絶縁材により被覆され、その下方の深度
L1,L2,L3までの残りの長さE1,E2,E3の部分を裸電
線または接地材とした電線により構成されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a sectional view showing an embodiment according to the first and third aspects of the present invention. In the figure, H is a pit having a diameter D and a depth L3. Depth L in this hole H
The ground electrodes 1, 2, and 3 are buried by 1, L2, and L3, respectively. The ground electrodes 1, 2, and 3 are respectively located at a depth T1,
Up to T2 and T3 are covered with an insulating material, and the remaining lengths E1, E2 and E3 up to the depths L1, L2 and L3 thereunder are constituted by bare wires or ground wires.
【0008】すなわち、各電線1,2,3は、その下端の
長さE1,E2,E3の部分が有効な接地部分となる。な
お、図中のS1の区間は接地電極1の有効接地部分と接
地電極2の有効接地部分との間の接地電位波及防止絶縁
部分であり、同様に、S2の区間は接地電極2の有効接
地部分と接地電極3の有効接地部分との間の接地電位波
及防止絶縁部分である。このようにして、堀孔H内に
は、互いに異なる深度で接地される3本の接地電極1,
2,3が埋設されたことになり、これら3本の接地電極
1,2,3を、相互に補助電極として利用することで接地
抵抗の測定が可能になる。また、図中の4,5は、接地
抵抗測定用として埋設した補助接地電極であり、細線の
先端部に長さが0.5〜1.0m程度の接地電極部が形成され
ており、補助接地として用いられる。That is, each of the electric wires 1, 2, and 3 has a length E1, E2, and E3 at its lower end as an effective grounding portion. The section S1 in the drawing is a ground potential spread prevention insulating section between the effective ground portion of the ground electrode 1 and the effective ground portion of the ground electrode 2, and similarly, the section S2 is the effective ground of the ground electrode 2. This is an insulating portion for preventing the spread of ground potential between the portion and the effective ground portion of the ground electrode 3. In this way, the three ground electrodes 1,
2 and 3 are buried, and the ground resistance can be measured by using these three ground electrodes 1, 2, and 3 as mutual auxiliary electrodes. Reference numerals 4 and 5 in the figure denote auxiliary grounding electrodes buried for grounding resistance measurement. A grounding electrode part having a length of about 0.5 to 1.0 m is formed at the tip of the fine wire. Can be
【0009】なお、この実施形態の接地工事は、地下の
多様な地質に接地電極を形成すること、地中深層まで接
地電極を埋設すること、地表の諸電位が地中深くまで波
及しないこと、施工には工事がともなうこと、接地極構
成には工事方法がともなうことから、一般的な名称とし
て、「多重多段深埋設接地工事」、「多重多段深埋設ア
ース」、「多重多段深埋設アース工事」、「多重多段ア
ース」、「多重多段アース工事」、「多重多段接地」、
「多重多段接地工事」、「深層多段接地」、「深層多段
接地工事」、「深層多段アース」、「深層多段アース工
事」、「多重深層アース工事」、「多重深層アース」、
「多重深層接地工事」、「多重深層接地」、「多重多段
深層接地工事」、「多重多段深層接地」、「多重多段深
層アース工事」、「多重多段深層アース」、「多重多段
深埋設クリーン接地工事」、「多重多段深埋設クリーン
接地」、「多重多段クリーン接地工事」、「多重多段ク
リーン接地」、「多重多段深層クリーン接地工事」、
「多重多段深層クリーン接地」、「多段深層クリーン接
地」、「多段深層クリーン接地工事」、「多重深層クリ
ーン接地工事」、「多重深層クリーン接地」、「多重多
段深層クリーンアース」、「多重多段深層クリーンアー
ス工事」、「接地測定電極組み込多段接地」、「多重多
段深層接地用ボーリング工事」と読み替えることが可能
であり、また、同様の意味であることから前記名称中の
「接地工事」を「接地工法」に読み替えることが可能で
ある。[0009] The grounding work of this embodiment includes forming ground electrodes in various underground geology, burying the ground electrodes deep underground, preventing various potentials on the ground surface from spreading deep into the ground, Since the construction involves construction and the grounding pole configuration involves construction methods, the common names are "multi-stage deep burial grounding", "multi-stage deep burial ground", and "multi-stage deep burial earth". ”,“ Multi-stage multi-grounding ”,“ Multi-stage multi-stage grounding ”,“ Multi-stage multi-stage grounding ”,
"Multi-level grounding", "Multi-level grounding", "Multi-level grounding", "Multi-level grounding", "Multi-level grounding", "Multi-level grounding", "Multi-level grounding",
"Multi deep grounding", "Multi deep deep", "Multi deep deep grounding", "Multi deep deep ground", "Multi deep deep earth", "Multi deep deep earth", "Multi deep deep buried clean ground" Construction, multi-stage deep buried clean grounding, multi-stage clean grounding, multi-stage clean grounding, multi-stage deep clean grounding,
“Multi-stage deep clean grounding”, “Multi-stage deep clean grounding”, “Multi-stage deep clean grounding”, “Multi-stage deep clean grounding”, “Multi-stage deep clean grounding”, “Multi-stage deep clean ground”, “Multi-stage deep ground” It can be read as `` clean earth work '', `` multi-stage grounding with built-in grounding measurement electrode '', `` multi-stage deep grounding boring work '', and because it has the same meaning, `` grounding work '' It can be read as "grounding method".
【0010】次に、請求項2にかかる接地抵抗の算出方
法について説明する。図1の堀孔H内における接地電極
1,2,3の接地抵抗の値を求めようとする場合に、先
ず、最初に堀孔Hがボーリングされる際に、ドリルパイ
プが延長されるごとに、ドリルパイプの接地抵抗を測定
し、各深度ごとの接地抵抗の値を測定表として記録して
おく。次いで、例えば接地電極1の場合の深度T1から
深度L1までの長さE1における接地抵抗をRE1とし、深
度T1までの測定抵抗値をRT1とし、深度L1までの測定
抵抗値をRL1とすると、接地抵抗RE1は次式により求め
られる。Next, a description will be given of a method of calculating the ground resistance according to the second aspect. When the value of the ground resistance of the ground electrodes 1, 2, and 3 in the trench H of FIG. 1 is to be obtained, first, when the trench H is first drilled, every time the drill pipe is extended, Then, the ground resistance of the drill pipe is measured, and the value of the ground resistance at each depth is recorded as a measurement table. Next, for example, the ground resistance at the length E1 from the depth T1 to the depth L1 in the case of the ground electrode 1 is R E1 , the measured resistance up to the depth T1 is R T1, and the measured resistance up to the depth L1 is R L1 . Then, the ground resistance RE1 is obtained by the following equation.
【0011】[0011]
【数1】RE1=(RT1×RL1)/(RT1−RL1)## EQU1 ## R E1 = (R T1 × R L1 ) / (R T1 −R L1 )
【0012】また、接地電極2,3の接地抵抗RE2,RE3
についても同様に算出できる。このようにして、堀孔H
をボーリングしながらその地盤における接地抵抗を測定
していくことで、予め、必要な接地抵抗を得るための堀
孔Hの最大深度が予測可能であり、必要以上の深度まで
にボーリングすることがなくなり、工期の短縮とコスト
の削減が可能になる。The ground resistances R E2 and R E3 of the ground electrodes 2 and 3 are
Can be similarly calculated. In this way, the hole H
By measuring the grounding resistance on the ground while boring, the maximum depth of the pit H for obtaining the required grounding resistance can be predicted in advance, and boring to an unnecessarily large depth is eliminated. , Shortening the construction period and reducing costs.
【0013】次に、請求項4にかかる実施形態について
説明する。この実施形態は、図1の実施形態において、
1本の堀孔Hだけで充分に低い値の接地抵抗が得られな
い場合に、さらに他に1以上の堀孔Hを設けて、それぞ
れに同一構成の接地電極を埋設してそれらを互いに並列
接続して、所望の接地抵抗値を得るようにしたものであ
る。図2は請求項4の発明にかかる実施形態を示す断面
図である。図では、Ha,Hbは、ともに直径Dで深度L3
の堀孔であり、それぞれに、図1の接地電極1,2,3お
よび補助接地電極4,5と同一寸法からなる接地電極1
a,2a,3a、接地電極1b,2b,3b、補助接地電極4a,5
a,4b,5bを埋設したものである。Next, an embodiment according to claim 4 will be described. This embodiment differs from the embodiment of FIG.
When a ground resistance of a sufficiently low value cannot be obtained with only one trench H, one or more other trenches H are further provided, and ground electrodes having the same configuration are buried in each of them, and these are paralleled to each other. They are connected to obtain a desired ground resistance value. FIG. 2 is a sectional view showing an embodiment according to the fourth aspect of the present invention. In the figure, Ha and Hb are both diameter D and depth L3.
And ground electrodes 1 and 2, each having the same dimensions as the ground electrodes 1, 2, 3 and the auxiliary ground electrodes 4, 5 in FIG.
a, 2a, 3a, ground electrodes 1b, 2b, 3b, auxiliary ground electrodes 4a, 5
a, 4b, 5b are buried.
【0014】この接地電極1a,2a,3aと接地電極1b,
2b,3bは、上部で互いに並列に接続されて接地電極1,
2,3として取り出される。ここで得られる接地抵抗
は、1カ所の堀孔Hの場合のほぼ1/2程度の抵抗値と
なる。また、本図の実施形態では、a接地系、b接地系
のそれぞれ接地抵抗を測定しようとする場合に、互いに
他の系統を測定用補助接地極として使用することによ
り、容易に接地抵抗を測定することができる。The ground electrodes 1a, 2a, 3a and the ground electrodes 1b,
2b and 3b are connected in parallel to each other at the top and
Extracted as a few. The ground resistance obtained here has a resistance value that is approximately 1 / of that in the case of one excavation hole H. Further, in the embodiment of this drawing, when the grounding resistance of each of the a grounding system and the b grounding system is to be measured, the ground resistance can be easily measured by using another system as an auxiliary grounding pole for measurement. can do.
【0015】また、さらに低い値の接地抵抗を取得しよ
うとする場合は、堀孔を増設して並列する接地極数を増
加接続することができる。なお、この第2の実施形態
は、「多重多段並列接地」、「並列多重多段接地工
事」、「並列多重多段クリーンアース」のように呼称す
ることができる。これらの名称は、図1の実施形態の名
称に「並列」を追加したものである。In order to obtain a lower value of the ground resistance, it is possible to increase the number of trenches and increase the number of parallel ground poles. The second embodiment can be referred to as "multi-stage parallel grounding", "parallel multi-stage grounding work", or "parallel multi-stage clean earth". These names are obtained by adding “parallel” to the names of the embodiment in FIG.
【0016】なお、図1において、接地電極1に大電流
が流れた場合、深度L1までの部分に発生した磁束φに
より、接地電極2,3に誘導電圧が誘起される。その誘
導電圧は、10m当たり100Aの電流値で0.235V程度であ
り、堀孔Hに共に埋設されている他の接地電極2,3に
発生する誘導電圧は小さくて無視できる程度であり、充
分に安全性が保たれる。なお、接地電極1,2,3の絶縁
部に防水対策をすると、絶縁された内部の電線部分での
自然腐蝕や電蝕に対する耐蝕性が向上する。In FIG. 1, when a large current flows through the ground electrode 1, an induced voltage is induced in the ground electrodes 2 and 3 by the magnetic flux φ generated in the portion up to the depth L1. The induced voltage is about 0.235 V at a current value of 100 A per 10 m, and the induced voltage generated at the other ground electrodes 2 and 3 buried in the trench H is small and negligible. Safety is maintained. In addition, if the insulating portions of the ground electrodes 1, 2, and 3 are provided with a waterproof measure, the corrosion resistance against natural corrosion and electric corrosion in the insulated inner wire portion is improved.
【0017】[0017]
【発明の効果】以上述べたように請求項1の発明によれ
ば、地表から互いに異なる深度までを絶縁電線とすると
ともに、その下方を裸電線または接地極構成材として接
地部を形成した2以上の接地電極を、堀孔内に埋設した
ことで、任意の深度に多段的に接地電極を埋設すること
ができる。As described above, according to the first aspect of the present invention, two or more insulating wires are provided from the ground surface to different depths from each other, and a grounding portion is formed below the insulated wires using a bare wire or a grounding pole component. By embedding the ground electrode in the trench, the ground electrode can be buried in any depth at multiple stages.
【0018】請求項2の発明によれば、請求項1の発明
において、堀孔をボーリングする際に、ドリルパイプ自
体を接地極として各深度ごとの接地抵抗を測定してお
き、その測定値を用いて埋設接地電極の接地抵抗を算出
することが可能となる。それにより、接地電極を埋設す
るための堀孔の深さが予め得られるため、堀孔を余分な
深さまでボーリングすることがなくなる。According to the second aspect of the present invention, in the first aspect of the present invention, when boring a borehole, a ground resistance is measured at each depth by using a drill pipe itself as a ground pole, and the measured value is measured. To calculate the ground resistance of the buried ground electrode. As a result, the depth of the hole for embedding the ground electrode is obtained in advance, so that the hole is not drilled to an excessive depth.
【0019】請求項3の発明によれば、請求項1の発明
において、堀孔内に接地抵抗測定用の補助接地電極を埋
設したことで、接地抵抗の測定が容易になる。According to the third aspect of the present invention, in the first aspect of the present invention, the earth resistance can be easily measured by burying the auxiliary earth electrode for earth resistance measurement in the borehole.
【0020】請求項4の発明によれば、請求項1または
請求項3の発明において、同一深さの堀孔を2個以上掘
削し、それぞれに同一構成の接地電極の組み合わせを埋
設するとともに、地表部で同一の接地電極同志をそれぞ
れ並列接続して接地電極とすることにより、1本の堀孔
で所定の接地抵抗が得られない場合の対応が可能にな
る。According to a fourth aspect of the present invention, in the first or the third aspect of the present invention, two or more excavations having the same depth are excavated, and a combination of ground electrodes having the same configuration is embedded in each of the excavations. By connecting the same ground electrode in parallel on the ground surface to form a ground electrode, it is possible to cope with a case where a predetermined ground resistance cannot be obtained with one trench.
【図1】請求項1および請求項3の発明にかかる実施形
態を示す断面図である。FIG. 1 is a sectional view showing an embodiment according to the first and third aspects of the present invention.
【図2】請求項4の発明にかかる実施形態を示す断面図
である。FIG. 2 is a sectional view showing an embodiment according to the invention of claim 4;
1,2,3 接地電極 4,5 補助接地電極 1a,2a,3a 接地電極 1b,2b,3b 接地電極 4a,5a 補助接地電極 4b,5b 補助接地電極 H,Ha,Hb 堀孔 1, 2, 3 Ground electrode 4, 5 Auxiliary ground electrode 1a, 2a, 3a Ground electrode 1b, 2b, 3b Ground electrode 4a, 5a Auxiliary ground electrode 4b, 5b Auxiliary ground electrode H, Ha, Hb
Claims (4)
線とするとともに、その下方を裸電線または接地極構成
材として接地部を形成した2以上の接地電極を、堀孔内
に埋設したことを特徴とする多段深埋設接地電極。1. An insulated wire extending from the ground surface to different depths from each other, and two or more ground electrodes having a ground portion formed underneath by using a bare wire or a grounding pole component material are buried in a borehole. Multi-stage deep buried ground electrode.
設される堀孔をボーリングする際に、深さが増すごとに
ドリルパイプ自体を接地電極として各深度ごとの接地抵
抗を測定し、次いで、接地電極の絶縁電線部の下端の深
度に対応する測定接地抵抗値RTと、接地電極の下端の
深度に対応する測定接地抵抗値RLとから、接地電極の
接地抵抗REを、算出式RE=(RT×RL)/(RT−
RL)を用いて算出することを特徴とした多段深埋設接
地電極の接地抵抗の算出方法。2. A boring hole in which the multi-stage deeply buried ground electrode according to claim 1 is buried, wherein a ground resistance is measured at each depth by using a drill pipe itself as a ground electrode each time the depth increases. Next, from the measured ground resistance R T corresponding to the depth of the lower end of the insulated wire portion of the ground electrode and the measured ground resistance R L corresponding to the depth of the lower end of the ground electrode, the ground resistance R E of the ground electrode is calculated as follows: calculation formula R E = (R T × R L) / (R T -
R L ), and calculating the ground resistance of the multi-stage deeply buried ground electrode.
いて、堀孔内に接地抵抗測定用の補助接地電極を埋設し
たことを特徴とする多段深埋設接地電極。3. The multi-stage deeply buried ground electrode according to claim 1, wherein an auxiliary ground electrode for measuring ground resistance is buried in the trench.
設接地電極において、同一深さの堀孔を2個以上掘削
し、それぞれに同一構成の接地電極の組み合わせを埋設
するとともに、地表部で同一の接地電極同志をそれぞれ
並列接続して接地電極としたことを特徴とする多段深埋
設接地電極。4. The multi-stage deeply buried ground electrode according to claim 1, wherein two or more pits having the same depth are excavated, and a combination of ground electrodes having the same configuration is buried in each of the digging holes. Wherein the same ground electrode is connected in parallel to form a ground electrode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31320997A JP3326552B2 (en) | 1997-11-14 | 1997-11-14 | Multi-stage deep buried ground electrode |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31320997A JP3326552B2 (en) | 1997-11-14 | 1997-11-14 | Multi-stage deep buried ground electrode |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11149948A true JPH11149948A (en) | 1999-06-02 |
| JP3326552B2 JP3326552B2 (en) | 2002-09-24 |
Family
ID=18038429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31320997A Expired - Lifetime JP3326552B2 (en) | 1997-11-14 | 1997-11-14 | Multi-stage deep buried ground electrode |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3326552B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016085048A (en) * | 2014-10-23 | 2016-05-19 | 基礎地盤コンサルタンツ株式会社 | Water level examination method for underground water |
| US9512354B2 (en) | 2008-06-06 | 2016-12-06 | Basf Se | Chlorinated naphthalenetetracarboxylic acid derivatives, preparation thereof and use thereof in organic electronics |
| CN118759266A (en) * | 2024-09-09 | 2024-10-11 | 山东海纳智能装备科技股份有限公司 | A method and device for measuring ground resistance in mines |
-
1997
- 1997-11-14 JP JP31320997A patent/JP3326552B2/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9512354B2 (en) | 2008-06-06 | 2016-12-06 | Basf Se | Chlorinated naphthalenetetracarboxylic acid derivatives, preparation thereof and use thereof in organic electronics |
| US10214525B2 (en) | 2008-06-06 | 2019-02-26 | Basf Se | Chlorinated napthalenetetracarboxylic acid derivatives, preparation thereof and use thereof in organic electronics |
| JP2016085048A (en) * | 2014-10-23 | 2016-05-19 | 基礎地盤コンサルタンツ株式会社 | Water level examination method for underground water |
| CN118759266A (en) * | 2024-09-09 | 2024-10-11 | 山东海纳智能装备科技股份有限公司 | A method and device for measuring ground resistance in mines |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3326552B2 (en) | 2002-09-24 |
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