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JP6519790B2 - Grounding device - Google Patents
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JP6519790B2 - Grounding device - Google Patents

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JP6519790B2
JP6519790B2 JP2015152805A JP2015152805A JP6519790B2 JP 6519790 B2 JP6519790 B2 JP 6519790B2 JP 2015152805 A JP2015152805 A JP 2015152805A JP 2015152805 A JP2015152805 A JP 2015152805A JP 6519790 B2 JP6519790 B2 JP 6519790B2
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ground
grounding
pole
ground pole
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宏行 榊原
宏行 榊原
明 日向野
明 日向野
崇人 荘田
崇人 荘田
元 廣瀬
元 廣瀬
山本 和男
和男 山本
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Chubu University
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Description

本発明は、設備や機器毎に独立して接地するための接地装置に関する。   BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a grounding device for independently grounding equipment and equipment.

一般に、接地は人等に対する感電防止、漏電による火災防止、変圧器内部の混触事故による低圧側電路への高電圧の侵入防止、変圧器低圧側の中性点の系統接地等の目的のために施され、その工事種別にはA種接地工事、B種接地工事、C種接地工事、D種接地工事等の種類がある。A種接地工事は、高圧用機器の金属製外箱や避雷器などに施され、B種接地工事は高圧と低圧とを変成する変圧器の低圧側に施される。C種接地工事は、300Vを超える低圧電気機械器具の金属製外箱や金属管などに施され、また、D種接地工事は300V以下の低圧電気機械器具や金属製外箱及び金属管などに施される。接地方式には、設備や機器毎に独立した接地工事を施す独立接地方式と、複数の接地工事を一つの接地極に繋げて共用する共用接地方式とがある。独立接地方式は、接地極相互の影響をなくすために離隔距離を十分に確保することが必要となるが、現実には敷地の制限もあるため、B種接地以外のA種接地、C種接地、D種接地については、構造物の鉄骨や鉄筋に接続し共用接地されることがある(例えば、特許文献1参照)。 In general, grounding is for the purpose of preventing electric shock to people etc., preventing fire due to leakage, preventing high voltage from entering the low voltage side due to a mixed accident inside the transformer, grounding the neutral point of the low voltage side of the transformer etc. The types of construction include Class A grounding construction, Class B grounding construction, Class C grounding construction and Class D grounding construction. The Class A grounding work is applied to a metal outer box for high-pressure equipment and a lightning arrester, and the Class B grounding work is applied to the low pressure side of a transformer that transforms high pressure and low pressure. Class C grounding work is applied to the metal outer box or metal tube of low voltage electric machine equipment exceeding 300 V, and Class D grounding work is applied to the low voltage electric machine equipment of 300 V or less, metal outer box and metal pipe etc. Applied. Grounding methods include an independent grounding method in which grounding works are performed independently for each facility or device , and a common grounding method in which a plurality of grounding works are connected to one grounding electrode and shared. In the independent grounding method, it is necessary to secure a sufficient separation distance to eliminate the mutual influence of the grounding electrodes, but there is actually a limitation on the site, so A grounding and C grounding are other than B grounding. As for D-type grounding, common grounding may be made by connecting to a steel frame or reinforcing bar of a structure (see, for example, Patent Document 1).

一方、B種接地は、A種接地、C種接地、D種接地と共通接地にすると、地絡時の回路には短絡電流に相当する大電流が流れ、他回路との保護協調が取れないことから、独立接地方式とし地絡事故時に微弱な地絡電流を確実に検出できるように所望の接地抵抗とすることが要請される。そのために、独立接地極の接地棒の本数、形状や長さを調整して所望の接地抵抗を得るようにしている。また、接地棒に接地導電体を螺旋状に巻回して所望の接地抵抗を得るようにしたものもある(特許文献2参照)。   On the other hand, if the B type grounding is common to the A type grounding, the C type grounding, and the D type grounding, a large current equivalent to a short circuit current flows in the circuit at the time of grounding, and protection coordination with other circuits can not be obtained. Therefore, it is required to set a desired grounding resistance so that a weak ground fault current can be reliably detected at the time of a ground fault accident by setting the independent grounding system. Therefore, the number, shape and length of the ground rods of the independent ground pole are adjusted to obtain a desired ground resistance. There is also a system in which a ground conductor is spirally wound around a ground rod to obtain a desired ground resistance (see Patent Document 2).

特開2002−271964号公報Unexamined-Japanese-Patent No. 2002-271964 特開2008−152927号公報JP 2008-152927 A

しかし、接地抵抗は土中の抵抗率が未知であること、均一でないなどの理由や、近傍の構造体の影響を受けること等から、所望の値を確保するための事前検討から求めた接地棒の本数、形状や長さでは確保できず、施工場所での調整が必要となることが多い。特に土中の抵抗率が高い場合には所望の抵抗値を確保するには多大な労力を費やす作業である。   However, the grounding resistance is determined from the preliminary study to secure the desired value, because the resistivity in the soil is unknown, the ground resistance is not uniform, and so on, because it is affected by the nearby structure. It can not be secured by the number, shape or length, and adjustment at the construction site is often required. In particular, when the resistivity in the soil is high, it is an operation that requires a great deal of effort to secure a desired resistance value.

図4は、構造物の接地装置の一例を示す従来例の構成図である。構造物11は例えばビルであり、図4では構造物11は3階建てのビルであり、構造物11の鉄骨や鉄筋(以下、鉄筋12という)の一部を地面13より下の土中に埋め込み鉄筋12を共用接地極とし、また、構造物11の外部に接地棒を埋め込み独立接地極14としたものである。   FIG. 4 is a block diagram of a conventional example showing an example of a grounding device of a structure. The structure 11 is, for example, a building, and in FIG. 4, the structure 11 is a three-story building, and a part of the steel frame of the structure 11 and rebar (hereinafter referred to as rebar 12) is in the soil below the ground 13 The embedded reinforcing bar 12 is used as a common ground electrode, and a ground rod is embedded outside the structure 11 as an independent ground electrode 14.

構造物11の内部に設置された変圧器15の中性点は、B種接地され接地線16xにより構造物11の外部の独立接地極14に接続されている。また、変圧器15の外箱はA種接地され接地線16yにより鉄筋12yに接続されている。負荷17a、17b、17cの外箱はD種接地され接地線16a、16b、16cにより鉄筋12a、12b、12cに接続されている。   The neutral point of the transformer 15 installed inside the structure 11 is grounded to a B type and connected to the independent ground pole 14 outside the structure 11 by the ground wire 16x. Further, the outer box of the transformer 15 is A-type grounded and connected to the reinforcing bar 12y by the ground wire 16y. The outer box of the loads 17a, 17b, 17c is D-type grounded and connected to the reinforcing bars 12a, 12b, 12c by the ground wires 16a, 16b, 16c.

いま、図4のF1で地絡事故が発生したとすると、地絡電流は、矢印で示すように、地絡点F1→負荷17cの外箱(D種接地)→接地線16c→構造物11の鉄筋12c→土中18→独立接地極14→接地線16x→変圧器15の中性点(B種接地)→変圧器15の低圧巻線→電源線19c1、19c2→地絡点F1のルートで流れる。従って、独立接地極14を構造物の外部に設けなければならない場合には、構造物11の外部の土中18の大地抵抗率と構造体11と独立接地極14の位置関係により抵抗が変化するため、接地抵抗の調整も煩雑となる。   Now, assuming that a ground fault has occurred at F1 in FIG. 4, the ground fault current is, as shown by the arrows, from the ground fault point F1 → the outer box of the load 17c (class D ground) → ground wire 16c → structure 11 Rebar 12c → soil 18 → independent ground pole 14 → ground wire 16x → neutral point of transformer 15 (B-type ground) → low voltage winding of transformer 15 → power supply lines 19c1 and 19c2 → route of ground junction F1 It flows with. Therefore, when the independent ground electrode 14 has to be provided outside the structure, the resistance changes due to the ground resistivity 18 of the soil 18 outside the structure 11 and the positional relationship between the structure 11 and the independent ground electrode 14 Therefore, adjustment of the ground resistance is also complicated.

本発明の目的は、所望の接地抵抗を容易に得ることができる接地装置を提供することである。   An object of the present invention is to provide a grounding device capable of easily obtaining a desired grounding resistance.

本発明の接地装置は、構造物の内部に設置された機器のために構造物の外部に独立接地される内部接地極と、前記機器を共用接地した構造物の鉄骨または鉄筋連接線接続され前記内部接地極の周囲を包囲する外部接地極と、前記内部接地極と前記外部接地極との間に充填され前記外部接地極及び前記内部接地極の接地極の長さや前記外部接地極の半径に対応して前記接地極に流れる地絡電流を確実に検出できる接地抵抗にするための抵抗率を調整する充填材とを備えたことを特徴とする。 Grounding device of the present invention, the internal grounding electrode is independently grounded outside of the structure for the equipment installed inside the structure, connected by a connecting line to steel or rebar structure used in common grounding the device An external ground pole surrounding the periphery of the internal ground pole, a length between the external ground pole and the internal ground pole, and a length of the external ground pole filled between the internal ground pole and the external ground pole It is characterized by including a filler for adjusting a resistivity to make a grounding resistance capable of reliably detecting a ground fault current flowing to the ground pole corresponding to a radius .

本発明によれば、本装置の接地抵抗は、内部接地極の周囲を包囲する外部接地極を設け、外部接地極は必要とする接地抵抗値に対して十分低い抵抗値を持つ構造体を構成する鉄骨または鉄筋からの連接線で接続するので、無限遠方から外部接地極までの接地抵抗を無視できる。接地装置の接地抵抗の大きさは内部接地極と外部接地極との間に充填される充填材の抵抗率や内部接地極と外部接地極の半径、長さを調整することによりに決定することができる。これにより、事前に接地抵抗値の大きさ、接地極の形状を計画でき、所望の接地抵抗を容易に得ることができる。また、接地装置取り付け後に接地抵抗の調整が必要な場合には、充填材の抵抗率を調整することで容易に行うことができる。   According to the present invention, the ground resistance of the device is provided with an external ground pole surrounding the periphery of the internal ground pole, and the external ground pole constitutes a structure having a sufficiently low resistance value to the required ground resistance value. The connection resistance from the infinite distance to the external ground pole can be ignored because the connecting wire from the steel frame or rebar is connected. The size of the grounding resistance of the grounding device should be determined by adjusting the resistivity of the filler filled between the internal grounding pole and the external grounding pole, and the radius and length of the internal grounding pole and the external grounding pole. Can. As a result, the magnitude of the ground resistance value and the shape of the ground pole can be planned in advance, and a desired ground resistance can be easily obtained. Further, when it is necessary to adjust the grounding resistance after the grounding device is attached, it can be easily performed by adjusting the resistivity of the filler.

本発明の実施形態に係る接地装置の一例を示す構成図。BRIEF DESCRIPTION OF THE DRAWINGS The block diagram which shows an example of the earthing | grounding apparatus which concerns on embodiment of this invention. 本発明の実施形態に係る接地装置の接地極部分の一例の構成図。BRIEF DESCRIPTION OF THE DRAWINGS The block diagram of an example of the ground pole part of the earthing | grounding apparatus which concerns on embodiment of this invention. 本発明の実施形態に係る接地装置の抵抗を電磁界解析により構造物の影響を考慮して求める場合の接地極部分の説明図。Explanatory drawing of a grounding electrode part in the case of considering resistance of a grounding device concerning an embodiment of the present invention in consideration of influence of a structure by electromagnetic field analysis. 構造物の接地装置の一例を示す従来例の構成図。The block diagram of the prior art example which shows an example of the earthing | grounding apparatus of a structure.

以下、本発明の実施形態を説明する。図1は本発明の実施形態に係る接地装置の一例を示す構成図である。本発明の実施形態は、図4に示した従来例に対し、独立接地極14の接地棒に代えて、事前に所望の抵抗値になるように設定されたた寸法を持つ独立接地される内部接地極20と、内部接地極20の周囲を包囲する外部接地極21とで構成され、外部接地極21は共用接地に連接線22で接続され、内部接地極20と外部接地極21との間に充填材23を充填したものである。その他の構成は図4と同一であるので、同一要素には同一符号を付し重複する説明は省略する。   Hereinafter, embodiments of the present invention will be described. FIG. 1 is a block diagram showing an example of a grounding device according to an embodiment of the present invention. According to the embodiment of the present invention, in contrast to the conventional example shown in FIG. 4, instead of the ground bar of the independent ground pole 14, the internally grounded internal body having a dimension previously set to a desired resistance value. Ground electrode 20 and external ground electrode 21 surrounding the periphery of internal ground electrode 20, external ground electrode 21 is connected to common ground by connecting wire 22, and between internal ground electrode 20 and external ground electrode 21 And the filler 23. The other configuration is the same as that of FIG. 4, so the same reference numerals are given to the same elements, and duplicate explanations are omitted.

図1において、内部接地極20は、構造物11の内部に設置された機器を独立接地する接地極であり、構造物11の外部に設けられている。図1では、内部接地極20は棒状に形成され、構造物11の内部に設置された機器は変圧器15であり、B種接地された変圧器15の中性点を接地線16xにより構造物11の外部の内部接地極20に接続したものを示している。   In FIG. 1, the internal ground electrode 20 is a ground electrode for independently grounding a device installed inside the structure 11, and is provided outside the structure 11. In FIG. 1, the internal ground pole 20 is formed in a rod shape, and the device installed inside the structure 11 is the transformer 15, and the neutral point of the B-type grounded transformer 15 is a structure by the ground wire 16x. 11 shows one connected to the 11 external internal ground poles 20.

外部接地極21は、内部接地極20の周囲を包囲して設けられる。図1では、外部接地極21は円筒形に形成され、その円筒内に棒状の内部接地極20を収納して内部接地極20の側面を包囲したものを示している。また、外部接地極21は、構造物11の内部に設置された機器を共用接地した構造物11の鉄筋12に連接線22で接続されている。これにより、外部接地極21は共用接地した構造物11の鉄筋12と同じ電位に維持される。   The external ground electrode 21 is provided surrounding the periphery of the internal ground electrode 20. In FIG. 1, the external ground electrode 21 is formed in a cylindrical shape, and a rod-like internal ground electrode 20 is accommodated in the cylinder to surround the side surface of the internal ground electrode 20. Further, the external ground electrode 21 is connected to the reinforcing bar 12 of the structure 11 in which the device installed inside the structure 11 is shared and grounded by a connecting line 22. As a result, the external ground electrode 21 is maintained at the same potential as the rebar 12 of the structure 11 commonly grounded.

さらに、内部接地極20と外部接地極21との間、すなわち、外部接地極21の円筒内に、事前に所望の抵抗値になるように設定された抵抗率を持つ充填材23が充填されている。   Furthermore, between the inner ground electrode 20 and the outer ground electrode 21, ie, in the cylinder of the outer ground electrode 21, a filling material 23 having a resistivity set to a desired resistance value is filled in advance. There is.

いま、図1のF1で地絡事故が発生したとすると、地絡電流は、矢印で示すように、地絡点F1→負荷17cの外箱(D種接地)→接地線16c→構造物11の鉄筋12c→連接線22→外部接地極21→充填材23→内部接地極20→接地線16x→変圧器15の中性点(B種接地)→変圧器15の低圧巻線→電源線19c1、19c2→地絡点F1のルートで流れる。なお、構造物11の鉄筋12cから外部接地極21には、連接線22に加えて土中18を通って地絡電流が流れるが、連接線22の抵抗は土中18の抵抗より小さいので、ほとんどの地絡電流は連接線22に流れる。   Now, assuming that a ground fault has occurred at F1 in FIG. 1, the ground fault current is, as shown by the arrows, from ground fault point F1 → outer box of load 17c (class D ground) → ground line 16c → structure 11 Rebar 12c → connecting line 22 → external ground pole 21 → filler 23 → internal ground pole 20 → ground line 16x → neutral point of transformer 15 (class B grounding) → low voltage winding of transformer 15 → power line 19c1 , 19c2 → flows on the route of the ground fault point F1. Although earth fault current flows from the reinforcing bar 12c of the structure 11 to the external ground pole 21 through the earth 18 in addition to the joint line 22, the resistance of the joint line 22 is smaller than the resistance of the earth 18 Most ground current flows in the connecting line 22.

外部接地極21は共用接地した構造物11の鉄筋12cに連接線22で接続されるので、外部接地極21は共用接地した構造物11の鉄筋12cと同じ電位に維持される。従って、近傍の構造体の影響を受けることがなく、土中18の抵抗を考慮する必要がないので、事前に所望の抵抗値になるように設定されたた寸法を持つ内部接地極、外部接地極および充填材からなる接地装置を取り付けるだけで所望の接地抵抗を容易に得ることができる。また、接地装置取り付け後、接地抵抗値の変更が必要な場合でも充填材の抵抗率を調整するだけで所望の接地抵抗を容易に得ることができる。   The external ground pole 21 is connected to the rebar 12c of the structure 11 with common ground by the connecting line 22, so the external ground pole 21 is maintained at the same potential as the rebar 12c of the structure 11 with common earth. Therefore, there is no need to consider the resistance of the ground 18 without being affected by the nearby structure, so the internal ground pole with the dimensions set to the desired resistance value in advance, the external ground The desired grounding resistance can be easily obtained simply by attaching a grounding device consisting of a pole and a filler. Further, even if it is necessary to change the ground resistance value after the grounding device is attached, it is possible to easily obtain a desired ground resistance simply by adjusting the resistivity of the filler.

以上の説明では、内部接地極20は、B種接地された機器を独立接地する場合について説明したが、B種接地に代えて、A種接地、C種接地、D種接地された機器を独立接地する場合であってもよい。また、内部接地極20と外部接地極21とで構成された接地装置を構造物11の外部に設けた場合を示したが、構造物11の内部に設けるようにしてもよい。   In the above description, the case where the internal grounding electrode 20 independently grounds the apparatus to which the B-class grounding is performed has been described, but instead of the B-type grounding, the apparatus to which the A-class grounding, the C-class grounding, and the D-class grounding are independent It may be the case of grounding. In addition, although the case where the grounding device configured by the internal grounding electrode 20 and the external grounding electrode 21 is provided outside the structure 11 is shown, it may be provided inside the structure 11.

次に、本発明の実施形態に係る接地装置の接地抵抗について説明する。図2は、本発明の実施形態に係る接地装置の接地極部分の一例の構成図である。図2に示すように、内部接地極20及び外部接地極21の長さをlとし、地面13から埋設深さtの位置に内部接地極20及び外部接地極21を埋設するものとする。また、棒状の内部接地極20の半径はaであり、外部接地極21の半径はbであるとする。充填材23の抵抗率はρであるとする。   Next, the grounding resistance of the grounding device according to the embodiment of the present invention will be described. FIG. 2 is a configuration diagram of an example of a ground pole portion of the grounding device according to the embodiment of the present invention. As shown in FIG. 2, the lengths of the internal ground electrode 20 and the external ground electrode 21 are l, and the internal ground electrode 20 and the external ground electrode 21 are embedded at a position of the embedded depth t from the ground 13. Further, it is assumed that the radius of the rod-like inner ground electrode 20 is a, and the radius of the outer ground electrode 21 is b. The resistivity of the filler 23 is ρ.

いま、表1に示す4種類の接地装置を用意した。すなわち、条件1、条件2、条件3及び条件4の接地装置を用意した。これら条件1、条件2、条件3及び条件4の接地装置の内部接地極20及び外部接地極21が設置される箇所の大地抵抗率ρeは100Ωmとした。条件1及び条件2の充填材の抵抗率ρは大地抵抗率ρeと同じ100Ωmとし、条件3及び条件4では充填材の抵抗率ρは、条件1、2の100Ωmと比較するため、50Ωm、80Ωmとした。   Now, four types of grounding devices shown in Table 1 are prepared. That is, grounding devices of condition 1, condition 2, condition 3 and condition 4 were prepared. The ground resistivity ee at a location where the internal ground pole 20 and the external ground pole 21 of the grounding device of the condition 1, the condition 2, the condition 3 and the condition 4 are set to 100 Ωm. The resistivity ρ of the filler in conditions 1 and 2 is 100 Ωm, which is the same as the ground resistivity ee, and in conditions 3 and 4, the resistivity ρ of the filler is 50 Ωm and 80 Ωm in order to compare with 100 Ωm in conditions 1 and 2. And

Figure 0006519790
条件1、条件2、条件3及び条件4の接地装置の内部接地極20と外部接地極21との間の抵抗は(1)式で示す算出式から求められる。
Figure 0006519790
The resistance between the internal ground pole 20 and the external ground pole 21 of the grounding device of the condition 1, the condition 2, the condition 3 and the condition 4 can be obtained from the calculation equation shown by the equation (1).

R=(ρ/2πl)・ln(b/a) …(1)
(1)式は、近傍の構造体11の影響を考慮せず、内部接地極20を包囲する外部接地極21を円筒形で構成した接地装置単体を独立接地極とした場合の抵抗値を表す式である。
R = (ρ / 2πl) · ln (b / a) (1)
The equation (1) represents the resistance value when the single grounding device in which the external ground pole 21 surrounding the internal ground pole 20 is formed in a cylindrical shape is used as an independent ground pole without considering the influence of the nearby structure 11. It is a formula.

一方、本発明の実施形態では、接地装置の外部接地極21と構造体11の鉄筋12cとを連接線22で接続し、かつ内部接地極20と接地線16xとが接続されていることから、これらの条件を加味した構造物11の影響を考慮した接地装置の抵抗値を、電磁界解析のうちFDTD(Finite-difference time-domain method)法(有限差分時間領域法による電磁界解析(以下、単に電磁界解析という))により求めた。   On the other hand, in the embodiment of the present invention, since the external ground pole 21 of the grounding device and the reinforcing bar 12c of the structure 11 are connected by the connecting wire 22, and the internal ground pole 20 and the ground wire 16x are connected, Of the electromagnetic field analysis, the FDTD (Finite-difference time-domain method) method (electromagnetic field analysis by the finite difference time domain method (hereinafter It is simply obtained by electromagnetic field analysis).

図3は、接地装置の抵抗を電磁界解析により構造物11の影響を考慮して求める場合の接地極部分の説明図であり、図3(a)は構造物11の影響を考慮して内部接地極20と構造体11と間の電圧を電磁界解析により求め接地装置の抵抗値を求める場合の説明図、図3(b)は構造物11を考慮して内部接地極20と無限遠方との間の電圧を電磁界解析により求め接地装置の接地抵抗値を求める場合の説明図である。   FIG. 3 is an explanatory view of the ground electrode portion in the case where the resistance of the grounding device is determined in consideration of the influence of the structure 11 by electromagnetic field analysis, and FIG. Explanatory drawing in the case of calculating | requiring the resistance value of a grounding device by calculating | requiring the voltage between the ground pole 20 and the structure 11 by electromagnetic field analysis, FIG. 3 (b) considers the structure 11 and the internal ground pole 20 and infinite distance Is obtained by electromagnetic field analysis to determine the ground resistance value of the grounding device.

図3(a)において、内部接地極20に注入線24を接続し、外部接地極21と構造体11の鉄筋12cとを連接線22で接続する回路において、構造物11の影響を考慮した接地装置の抵抗値を求めるものである。図3(a)の注入線24から地絡事故発生時に流れる模擬電流を流し、注入線24(内部接地極20)と構造体11(鉄筋12c)と間の電圧を電磁界解析により計算して接地装置の抵抗値を求めた。これにより、構造物11の影響を考慮したB種接地を想定した接地装置の抵抗値の算出ができる。   In FIG. 3A, in a circuit in which the injection line 24 is connected to the internal ground pole 20 and the external ground pole 21 and the reinforcing bar 12c of the structure 11 are connected by the connecting line 22, grounding in consideration of the influence of the structure 11 It is to find the resistance value of the device. The simulated current which flows at the time of a ground fault from the injection line 24 of Fig.3 (a) is flowed, and the voltage between the injection line 24 (internal ground pole 20) and the structure 11 (rebar 12c) is calculated by electromagnetic field analysis. The resistance value of the grounding device was determined. Thus, the resistance value of the grounding device can be calculated on the assumption that the B-type grounding is performed in consideration of the influence of the structure 11.

また、図3(b)においても同様に、図3(a)と同様の回路において、注入線24から地絡事故発生時に流れる模擬電流を流し、注入線24(内部接地極20)と無限遠方の基準点25と間の電圧を電磁界解析により計算して接地装置の接地抵抗値を求めた。これにより、無限遠方から見た構造物11の影響を考慮したB種接地を想定した接地装置の接地抵抗値が算出できる。   Similarly, in FIG. 3 (b), in the same circuit as FIG. 3 (a), a simulated current is caused to flow from injection line 24 when a ground fault occurs, and injection line 24 (internal ground pole 20) is infinitely distant The voltage between the reference point 25 and the reference point 25 was calculated by electromagnetic field analysis to determine the grounding resistance value of the grounding device. Thereby, the grounding resistance value of the grounding device can be calculated on the assumption that the B type grounding is in consideration of the influence of the structure 11 viewed from an infinite distance.

表2に、(1)式の算出式から求めた抵抗値と、図3(a)、(b)の電磁界解析により求めた抵抗値を示す。   Table 2 shows the resistance values obtained from the calculation formula of equation (1) and the resistance values obtained from the electromagnetic field analysis of FIGS. 3 (a) and 3 (b).

Figure 0006519790
表2において、条件1、条件2、条件3、条件4の(1)式の算出式から求めた抵抗値と、電磁界解析から求めた抵抗値とは、それぞれの条件において近い値になっていることがわかる。(1)式の算出式と図3の電磁界解析から求めた抵抗値の差は、外部接地極21が構造物11の鉄筋12cに接続されているためと考えられるが、接地装置の抵抗値は(1)式で近似できることが分かる。
Figure 0006519790
In Table 2, the resistance values obtained from the calculation formulas (1) of Condition 1, Condition 2, Condition 3 and Condition 4 and the resistance values obtained from electromagnetic field analysis are close values under the respective conditions. I understand that Although the difference between the resistance value obtained from the calculation formula of equation (1) and the electromagnetic field analysis of FIG. 3 is considered to be because the external ground electrode 21 is connected to the reinforcing bar 12c of the structure 11, the resistance value of the grounding device It can be seen that can be approximated by equation (1).

表2において、外部接地極21の半径b、接地極の長さlを変更した条件1、条件2より、外部接地極の半径bや接地極の長さlを変更することで任意の抵抗値を確保することができることがわかる。   In Table 2, based on conditions 1 and 2 in which the radius b of the external ground pole 21 and the length l of the ground pole are changed, any resistance value can be obtained by changing the radius b of the external ground pole and the length l of the ground pole. It can be seen that it is possible to secure

表2において、充填材23の抵抗率ρを変更した条件1(条件2)、条件3、条件4より充填材23の抵抗率ρを変更することで任意の抵抗値を確保することができることがわかる。
In Table 2, conditions 1 resistivity change the [rho filler 23 (condition 2), condition 3, that can be secured to any resistance value by changing the resistivity of the filler 23 [rho than condition 4 Recognize.

また、条件1、条件2、条件3、条件4において電磁解析により求めた独立接地極としての接地抵抗値も(1)式の算出式から求めた接地抵抗値や電磁界解析から求めた抵抗値と、それぞれの条件において近い値になっていることは、構造物11の鉄骨または鉄筋からの連接線22に接続した本発明の実施形態の接地装置を使用することで独立接地極としての値を確保していることになる。   In addition, the ground resistance value as an independent ground pole determined by electromagnetic analysis under condition 1, condition 2, condition 3 and condition 4 is also the resistance value determined from the ground resistance value or electromagnetic field analysis determined from the formula of equation (1) The fact that the values are close to each other means that using the grounding device of the embodiment of the present invention connected to the connecting wire 22 from the steel frame or rebar of the structure 11 makes the value as an independent grounding pole. It will be secured.

以上述べたように、本発明の実施形態によれば、構造物11の外部に独立接地される内部接地極20の周囲を包囲する外部接地極21を設け、外部接地極20は共用接地された鉄骨または鉄筋からの連接線22に接続されて共用接地の電位に保持されるので、地絡電流による接地装置の内部接地極20と構造物11との間の電圧Vを小さくできる。内部接地極20と外部接地極21との間に充填される充填材23の抵抗率ρを調整するだけで接地抵抗を調整できる。これにより、地絡電流を確実に検出できる所望の接地抵抗を容易に得ることができる。   As described above, according to the embodiment of the present invention, the external ground pole 21 surrounding the periphery of the internal ground pole 20 which is independently grounded is provided outside the structure 11, and the external ground pole 20 is commonly grounded. The voltage V between the internal ground pole 20 of the grounding device and the structure 11 by the ground fault current can be reduced because it is connected to the connecting line 22 from the steel frame or the reinforcing bar and held at the common ground potential. The ground resistance can be adjusted simply by adjusting the resistivity ρ of the filler 23 filled between the inner ground pole 20 and the outer ground pole 21. This makes it possible to easily obtain a desired ground resistance capable of reliably detecting the ground fault current.

以上、本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。   While certain embodiments have been described, these embodiments have been presented by way of example only, and are not intended to limit the scope of the invention. These novel embodiments can be implemented in various other forms, and various omissions, substitutions, and modifications can be made without departing from the scope of the invention. These embodiments and modifications thereof are included in the scope and the gist of the invention, and are included in the invention described in the claims and the equivalents thereof.

11…構造物、12…鉄筋、13…地面、14…独立接地極、15…変圧器、16…接地線、17…負荷、18…土中、19…電源線、20…内部接地極、21…外部接地極、22…連接線、23…充填材、24…注入線、25…無限遠方の基準点 DESCRIPTION OF SYMBOLS 11 ... Structure, 12 ... Rebar, 13 ... Ground, 14 ... Independent ground pole, 15 ... Transformer, 16 ... Ground wire, 17 ... Load, 18 ... In the ground, 19 ... Power wire, 20 ... Internal ground pole, 21 ... external ground pole, 22 ... connection line, 23 ... filling material, 24 ... injection line, 25 ... reference point at infinite distance

Claims (1)

構造物の内部に設置された機器のために構造物の外部に独立接地される内部接地極と、
前記機器を共用接地した構造物の鉄骨または鉄筋連接線接続され前記内部接地極の周囲を包囲する外部接地極と、
前記内部接地極と前記外部接地極との間に充填され前記外部接地極及び前記内部接地極の接地極の長さや前記外部接地極の半径に対応して前記接地極に流れる地絡電流を確実に検出できる接地抵抗にするための抵抗率を調整する充填材と、
を備えたことを特徴とする接地装置。
An internal ground pole that is independently grounded to the outside of the structure for equipment installed inside the structure;
An external ground pole connected to the steel frame or rebar of the structure having the common ground and connected to the equipment with a connecting line and surrounding the inner ground pole;
It is filled between the internal ground pole and the external ground pole, and ensures a ground fault current flowing to the ground pole according to the lengths of the external ground pole and the ground pole of the internal ground pole and the radius of the external ground pole. A filler that adjusts the resistivity to provide a ground resistance that can be detected
The grounding device characterized by having.
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