JP2011038259A - Method for replacing transmission tower member, and load measuring device - Google Patents

Method for replacing transmission tower member, and load measuring device Download PDF

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JP2011038259A
JP2011038259A JP2009184042A JP2009184042A JP2011038259A JP 2011038259 A JP2011038259 A JP 2011038259A JP 2009184042 A JP2009184042 A JP 2009184042A JP 2009184042 A JP2009184042 A JP 2009184042A JP 2011038259 A JP2011038259 A JP 2011038259A
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load
transmission tower
replacement
power transmission
replacement tool
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JP5419587B2 (en
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Koji Sakuta
浩二 作田
Takashi Ueno
尊司 上野
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Kanden Engineering Corp
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Kanden Engineering Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for replacing a transmission tower member, in which a compressive load and a tensile load, applied to a transmission tower and generated by a replacement tool for use in the replacement of the transmission tower member, are measured. <P>SOLUTION: In this method for replacing the transmission tower member, the load, which is applied to a principal post of the transmission tower member, is measured by a load cell which is attached to the replacement tool, when the transmission tower member is replaced by using the replacement tool. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、送電鉄塔の部材交換に用いる取替工具により発生した、送電鉄塔に加わる圧縮荷重、引張荷重を計測する送電鉄塔部材取替工法と、この取替工法に用いる荷重計測装置と、送電鉄塔の許容応力より過荷重を防止するリミット機能を有するリミット計に関するものである。   The present invention relates to a power transmission tower member replacement method for measuring a compression load and a tensile load applied to the power transmission tower generated by a replacement tool used for replacement of the power transmission tower member, a load measuring device used for this replacement method, and a power transmission The present invention relates to a limit meter having a limit function for preventing overload from allowable stress of a steel tower.

取替工具が送電線に及ぼす荷重は、油圧ポンプに取付けた油圧ゲージの値を油圧ポンプの軸力に換算することで求めていた。   The load exerted on the transmission line by the replacement tool was obtained by converting the value of the hydraulic gauge attached to the hydraulic pump into the axial force of the hydraulic pump.

しかし、この方法では、油圧ポンプに取付けた油圧ゲージの計測分解能の低さと誤差の大きさにより、換算軸力の精度が低いことから構造物におよぼす正確な荷重が計測できないという問題がある。   However, this method has a problem in that an accurate load on the structure cannot be measured due to the low accuracy of the converted axial force due to the low measurement resolution and the error of the hydraulic gauge attached to the hydraulic pump.

柱、梁などの構造物に加わる圧縮、引張等の荷重計測には、従来よりひずみゲージやひずみゲージを組み込んだ荷重センサー(ロードセル)が利用されており、荷重計測に関しては、ひずみゲージを構造物の表面に貼り付けたり、ロードセルを油圧ジャッキに取付けることにより荷重を計測している。   Conventionally, load gauges (load cells) incorporating strain gauges and strain gauges have been used to measure compression and tension loads applied to structures such as columns and beams. The load is measured by pasting it on the surface or attaching a load cell to a hydraulic jack.

しかし、この方法では、計測の都度ひずみゲージを構造物表面に正確に貼り付けたり、ロードセルをジャッキと構造物の間に正確に設置する必要があり、頻繁に使用する取替工具に対して適用するのは困難であるといった問題がある。   However, with this method, it is necessary to attach a strain gauge accurately to the surface of the structure every time it is measured, or to accurately place a load cell between the jack and the structure. This method is applicable to frequently used replacement tools. There is a problem that it is difficult to do.

特開2005−350954JP 2005-350954 A

取替工具を使って送電鉄塔の劣化部材を交換する際に、取替工具により送電鉄塔に加わる荷重を測定する方法として、取替工具の既存部品に荷重を計測するための荷重センサーを組み込んだ部品を組み合わせることにより、計測対象となる送電鉄塔への取付けが容易になり、また取替工具の送電鉄塔への取付け状態に関係なく高精度な測定が可能な荷重計測方法および荷重計測装置が求められている。   As a method of measuring the load applied to the transmission tower by the replacement tool when replacing the deteriorated member of the transmission tower using the replacement tool, a load sensor for measuring the load is incorporated into the existing parts of the replacement tool. By combining parts, it is easy to mount the power transmission tower to be measured, and there is a need for a load measuring method and load measuring device that can perform highly accurate measurement regardless of the mounting state of the replacement tool to the power transmission tower. It has been.

本発明による送電鉄塔の取替工法は、送電鉄塔の取り替え対象となる部材の近辺に取付ける取替工具に荷重計測装置を組み合わせて取付け、取替工具から送電鉄塔に加わる荷重を計測する。   In the power transmission tower replacement method according to the present invention, a load measuring device is attached in combination with a replacement tool attached in the vicinity of a member to be replaced of the power transmission tower, and a load applied to the power transmission tower from the replacement tool is measured.

本発明は、取替工具を使用して送電鉄塔の部材交換を行うのに際し、取替工具に装着したロードセルにより送電鉄塔の主柱に加わる荷重を計測するようにした送電鉄塔部材の取替工法である。   The present invention relates to a method for replacing a power transmission tower member in which the load applied to the main column of the power transmission tower is measured by a load cell attached to the replacement tool when the replacement tool is used to replace the power transmission tower member. It is.

また、本発明の送電鉄塔部材の荷重計測装置は、 送電鉄塔の部材交換に用いる取替工具により発生する荷重が、送電鉄塔に加わる圧縮荷重、引張荷重を計測する送電鉄塔部材取替工法と、この取替工法に用いる荷重計測装置と、送電鉄塔の許容応力より過荷重を防止するリミット機能を有するリミット計に関するものである。   Moreover, the load measuring device of the power transmission tower member of the present invention includes a power transmission tower member replacement method for measuring a compressive load and a tensile load applied to the power transmission tower by a replacement tool used for replacement of the power transmission tower member, The present invention relates to a load measuring device used for the replacement method and a limit meter having a limit function for preventing overload from allowable stress of a transmission tower.

取替工具が送電鉄塔に及ぼす荷重は、油圧ポンプに取付けた油圧ゲージの値を油圧ポンプの軸力に換算することで求めていた。   The load exerted on the power transmission tower by the replacement tool was obtained by converting the value of the hydraulic gauge attached to the hydraulic pump into the axial force of the hydraulic pump.

しかし、この方法では、油圧ポンプに取付けた油圧ゲージの計測分解能の低さと誤差の大きさにより、換算軸力の精度が低いことから送電鉄塔におよぼす正確な荷重が計測できないという問題がある。   However, this method has a problem that due to the low measurement resolution of the hydraulic gauge attached to the hydraulic pump and the magnitude of the error, the accuracy of the converted axial force is low, so that an accurate load on the transmission tower cannot be measured.

柱、梁などの構造物に加わる圧縮、引張等の荷重計測には、従来よりひずみゲージやひずみゲージを組み込んだ荷重センサー(ロードセル)が利用されており、荷重計測に関しては、ひずみゲージを構造物の表面に貼り付けたり、ロードセルを油圧ジャッキに取付けることにより荷重を計測している。   Conventionally, load gauges (load cells) incorporating strain gauges and strain gauges have been used to measure compression and tension loads applied to structures such as columns and beams. The load is measured by pasting it on the surface or attaching a load cell to a hydraulic jack.

しかし、この方法では、計測の都度ひずみゲージを構造物表面に正確に貼り付けたり、ロードセルをジャッキと構造物の間に正確に設置する必要があり、頻繁に使用する取替工具に対して適用するのは困難であるといった問題がある。   However, with this method, it is necessary to attach a strain gauge accurately to the surface of the structure every time it is measured, or to accurately place a load cell between the jack and the structure. This method is applicable to frequently used replacement tools. There is a problem that it is difficult to do.

本発明は、主柱間に装着して主柱に加わる荷重を計測する送電鉄塔部材の荷重計測装置において、内側円筒と外側円筒を摺動自在とした円筒体内にロードセルを収容し、ロードセルを収容した円筒体を取替工具の端部に取付け、円筒体の他端と主柱との間に端部材を介在させ、円筒体の両端間の圧縮荷重、引張荷重にロードセルを対応させ、ロードセルより対応した圧縮荷重、引張荷重を発信できるようにした送電鉄塔部材の荷重計測装置である。   The present invention relates to a load measuring device for a power transmission tower member that is mounted between main columns and measures a load applied to the main column. The load cell is accommodated in a cylindrical body in which an inner cylinder and an outer cylinder are slidable, and the load cell is accommodated. Attach the cylindrical body to the end of the replacement tool, interpose an end member between the other end of the cylindrical body and the main column, and make the load cell correspond to the compressive load and tensile load between the both ends of the cylindrical body. It is a load measuring device for a power transmission tower member that can transmit a corresponding compressive load and tensile load.

さらに、本発明の荷重表示器はリミット機能を有しており、取替工具を使った送電鉄塔部材交換時の荷重検討プログラムにより検討された送電鉄塔の許容応力を事前に登録しておき、その許容応力より大きな荷重が掛った場合は、リミット機能が働き過荷重になったことを表示する。   Furthermore, the load indicator of the present invention has a limit function, and the allowable stress of the transmission tower studied by the load examination program at the time of replacement of the transmission tower member using the replacement tool is registered in advance. When a load greater than the allowable stress is applied, the limit function is activated and an overload is displayed.

リミット機能が働いた場合は、過荷重になる前に取替工具の油圧ジャッキによる荷重負荷を停止する。   When the limit function is activated, the load applied by the hydraulic jack of the replacement tool is stopped before it becomes overloaded.

本発明は、ロードセルで計測した荷重を表示するとともに、送電鉄塔の許容応力より過荷重を防止するためのリミット機能を有するリミット計を設けた請求項2記載の送電鉄塔部材の荷重計測装置である。   The present invention is the load measuring device for a power transmission tower member according to claim 2, wherein the load meter displays a load measured by a load cell and has a limit meter having a limit function for preventing an overload from an allowable stress of the power transmission tower. .

本発明は、取替工具を使用して送電鉄塔の部材交換を行うのに際し、取替工具に装着したロードセルにより送電鉄塔の主柱に加わる荷重を計測するようにした送電鉄塔部材の取替工法であるので、取替工具を使って送電鉄塔の劣化部材を交換する際に、取替工具により送電鉄塔に加わる荷重を測定できる。   The present invention relates to a method for replacing a power transmission tower member in which the load applied to the main column of the power transmission tower is measured by a load cell attached to the replacement tool when the replacement tool is used to replace the power transmission tower member. Therefore, when replacing the deterioration member of the power transmission tower using the replacement tool, the load applied to the power transmission tower by the replacement tool can be measured.

また、本発明は、主柱間に装着して主柱に加わる荷重を計測する送電鉄塔部材の荷重計測装置において、内側円筒と外側円筒を摺動自在とした円筒体内にロードセルを収容し、ロードセルを収容した円筒体を取替工具の端部に取付け、円筒体の他端と主柱との間に端部材を介在させ、円筒体両端間の圧縮荷重、引張荷重にロードセルを対応させ、ロードセルより対応した圧縮荷重、引張荷重を発信できるようにした送電鉄塔部材の荷重計測装置であるので、取替工具の既存部品に荷重を計測するための荷重センサーを組み込んだ部品を組み合わせることにより、計測対象となる送電鉄塔への取付けが容易になり、また取替工具の送電鉄塔への取付け状態に関係なく高精度な測定が可能である。   Further, the present invention provides a load measuring device for a power transmission tower member that is mounted between main columns and measures a load applied to the main column. The load cell is accommodated in a cylindrical body in which an inner cylinder and an outer cylinder are slidable, The cylindrical body containing the cylinder is attached to the end of the replacement tool, an end member is interposed between the other end of the cylindrical body and the main column, and the load cell is made to correspond to the compressive load and tensile load between both ends of the cylindrical body. Because it is a load measuring device for power transmission tower members that can transmit more compatible compressive load and tensile load, it can be measured by combining the existing part of the replacement tool with a part that incorporates a load sensor for measuring the load. Attachment to the target transmission tower becomes easy, and high-precision measurement is possible regardless of the state of attachment of the replacement tool to the transmission tower.

さらに、本発明は、ロードセルで計測した荷重を表示するとともに、送電鉄塔の許容応力より過荷重を防止するためのリミット機能を有するリミット計を設けた請求項2記載の送電鉄塔部材の荷重計測装置であるので、取替工具を使った送電鉄塔部材交換時の荷重検討プログラムにより検討された送電鉄塔の許容応力を事前に登録しておき、その許容応力より大きな荷重が掛った場合は、リミット機能が働き過荷重になったことを表示できる。   Furthermore, this invention displays the load measured with the load cell, and provided the limit meter which has a limit function for preventing an overload from the allowable stress of a power transmission tower, The load measuring device of the power transmission tower member of Claim 2 Therefore, if the allowable stress of the transmission tower studied by the load examination program at the time of replacement of the transmission tower member using the replacement tool is registered in advance and a load larger than the allowable stress is applied, the limit function It is possible to indicate that has become overloaded.

本発明の取替工具を送電鉄の主柱間に装着した状態の正面図である。It is a front view of the state which mounted | wore between the main pillars of the power transmission iron with the replacement tool of this invention. 図1の平面図である。It is a top view of FIG. 本発明の取替工具のロードセル部と表示メータの正面図である。It is a front view of the load cell part and display meter of the replacement tool of this invention. 本発明のロードセル部の正面図である。It is a front view of the load cell part of the present invention. 図4の右側面図である。FIG. 5 is a right side view of FIG. 4. 図4の平面図である。FIG. 5 is a plan view of FIG. 4. 本発明の送電鉄塔へ取替工具を装着させた正面図である。It is the front view which attached the replacement tool to the power transmission tower of this invention. 図7の右側面図である。FIG. 8 is a right side view of FIG. 7. 図7の背面図である。FIG. 8 is a rear view of FIG. 7. 図9の右側面図である。FIG. 10 is a right side view of FIG. 9. 本発明の取替工具の主柱材把持金具の新・旧の状態を示す。The new and the old state of the main columnar material holding metal fittings of the replacement tool of the present invention are shown. 本発明の取替工具の中間継部材として使用する伸縮式部材を示す。The expansion-contraction type member used as an intermediate member of the replacement tool of this invention is shown. 鉄塔腹材取替フローを示す。The tower abdominal material replacement flow is shown.

本発明の取替工具を、送電鉄塔の主柱間に装着した状態の正面図を図1に、送電鉄塔の主柱間に装着した状態の平面図を図2に示す。   FIG. 1 shows a front view of a state in which the replacement tool of the present invention is mounted between main columns of a power transmission tower, and FIG. 2 shows a plan view of a state in which the replacement tool is mounted between main columns of a power transmission tower.

取替工具1は、油圧ジャッキ2とロードセル3の間に中継材4を介在させ端部材5、取付バンド6よりなり、送電鉄塔の主柱7に装着される。   The replacement tool 1 includes an end member 5 and an attachment band 6 with a relay material 4 interposed between a hydraulic jack 2 and a load cell 3, and is attached to a main column 7 of a power transmission tower.

油圧ジャッキ2には油圧の流入・流出口8が設けられている。   The hydraulic jack 2 is provided with a hydraulic inlet / outlet 8.

ロードセル3は、内側円筒9と外側円筒10を摺動自在とした円筒体11内に収容されている。   The load cell 3 is accommodated in a cylindrical body 11 in which an inner cylinder 9 and an outer cylinder 10 are slidable.

油圧ジャッキ2、中継材4、ロードセル3を収容した円筒体11、端部材5、取付バンド6は、それぞれボルト12、ナット13で螺締されている。   The cylindrical body 11, the end member 5, and the attachment band 6 that accommodate the hydraulic jack 2, the relay material 4, and the load cell 3 are screwed with bolts 12 and nuts 13, respectively.

図3は、取替工具1のロードセル3部と表示メータ14の正面図で、ロードセル3と表示メータ14とは接続コード15で接続されている。   FIG. 3 is a front view of the load cell 3 portion of the replacement tool 1 and the display meter 14, and the load cell 3 and the display meter 14 are connected by a connection cord 15.

図3に示す荷重表示器の表示メータ14には送電鉄塔に掛った荷重を制限するリミット機能を持たせている。取替工具1を使った送電鉄塔部材交換時の荷重検討プログラムにより検討された送電鉄塔の許容応力度を事前に登録しておき、その許容応力より大きな荷重が掛った場合は、リミット機能が働き過荷重になったことを表示する。   The display meter 14 of the load display shown in FIG. 3 has a limit function for limiting the load applied to the power transmission tower. The allowable stress level of the transmission tower studied by the load examination program when replacing the transmission tower members using the replacement tool 1 is registered in advance, and if a load greater than the allowable stress is applied, the limit function is activated. Indicates that an overload has occurred.

図4は、ロードセル3部の正面図、図5は図4の右側面図、図6は図4の平面図である。   4 is a front view of the load cell 3 part, FIG. 5 is a right side view of FIG. 4, and FIG. 6 is a plan view of FIG.

図7は送電鉄塔へ取替工具を装着させた正面図、図8は図7の右側面図、図9は図7の背面図、図10は図9の右側面図である。   7 is a front view in which a replacement tool is mounted on the transmission tower, FIG. 8 is a right side view of FIG. 7, FIG. 9 is a rear view of FIG. 7, and FIG. 10 is a right side view of FIG.

図7〜図10において、送電鉄塔の主柱7間に8本の取替工具1が装着され、7本の取替え部材16が交換される。取替え部材16はB−A面2本、A−D面2本、D−C面2本、C−B面1本である。   7-10, the eight replacement tools 1 are mounted | worn between the main pillars 7 of a power transmission tower, and the seven replacement members 16 are replaced | exchanged. The replacement member 16 includes two B-A surfaces, two A-D surfaces, two DC surfaces, and one CB surface.

取替工具1は、取替え部材16の上下に取付ける。   The replacement tool 1 is attached to the top and bottom of the replacement member 16.

取付位置にマーキングを行い、水平になるように取付ける。   Mark the mounting position and mount it so that it is horizontal.

各接続箇所のボルトは確実に締め付ける。   Securely tighten the bolts at each connection point.

取替え部材16の取替えは1本ずつ行い、新材のボルト締付が完了するまで他の取替え部材16の取外しは行わない。   The replacement members 16 are replaced one by one, and the other replacement members 16 are not removed until the bolt tightening of the new material is completed.

油圧ジャッキ2に圧力をかける前に、再度油圧ホースの接続、各部ボルトの締付確認を行う。   Before applying pressure to the hydraulic jack 2, check the connection of the hydraulic hose and tighten the bolts again.

取替え部材16の取外しは取替工具1に応力が掛ったことを確認後に行う。   The replacement member 16 is removed after confirming that the replacement tool 1 is stressed.

1面の取替え部材16の取替えが終了したら、取替工具1を次の面に移動し、順次取替え部材16の取替えを行う。   When the replacement of the replacement member 16 on one surface is completed, the replacement tool 1 is moved to the next surface, and the replacement member 16 is sequentially replaced.

図11は、取替工具の主柱材把持金具の新・旧形状を示す。   FIG. 11 shows the new and old shapes of the main pillar material gripping fitting of the replacement tool.

従来の取替工具の鉄塔主柱材把持部は、取付バンド6により主柱材7を両側から挟み込む構造であり、円形の主柱材7に対して直線で形作られた取付バンド6の接触点は4つの点接触になる。   The steel tower main pillar material gripping part of the conventional replacement tool has a structure in which the main pillar material 7 is sandwiched from both sides by the attachment band 6, and the contact point of the attachment band 6 formed in a straight line with respect to the circular main pillar material 7. Makes four point contacts.

新たな把持金具21は、主柱材7を前後から挟み込む形であり、円形の主柱材7との接触面は接触面積を多く取れるように円形構造になっている。   The new gripping bracket 21 has a shape in which the main pillar material 7 is sandwiched from the front and back, and the contact surface with the circular main pillar material 7 has a circular structure so that a large contact area can be obtained.

これにより、圧縮による荷重、引張による荷重のいずれの荷重に対しても広い面で鉄塔主柱材7と接することから鉄塔に損傷を及ぼす危険性は非常に少ないものである。   As a result, there is very little risk of damage to the steel tower because it contacts the tower main column 7 in a wide area for both loads caused by compression and loads caused by tension.

図12は取替工具の中間継部材として使用する伸縮式部材を示す。   FIG. 12 shows a telescopic member used as an intermediate member of a replacement tool.

鉄塔構造物の面開きは主柱材7の転びにより鉄塔上部では狭く、鉄塔下部では広くなっている。したがって、鉄塔構造物の種々な場所で使用する取替工具の長さも色々になる。   The opening of the steel tower structure is narrow at the top of the steel tower and wide at the bottom of the steel tower due to the rolling of the main pillar material 7. Therefore, the length of the replacement tool used in various places of the steel tower structure also varies.

そこで、様々な長さの取替工具が必要となることから、取替工具の中間継部材用に伸縮式の部材を製作した。これは鋼管を二重構造とし、外側の鋼管22と内側の鋼管23を凹凸の噛み合わせる構造にすることで、正確でスムーズにスライドする構造となり、容易に長さ調整を行うことが出来る伸縮式の中間継部材である。   Therefore, since replacement tools of various lengths are required, a telescopic member was produced for an intermediate member of the replacement tool. This is a telescopic structure in which the steel pipe has a double structure and the outer steel pipe 22 and the inner steel pipe 23 mesh with the concave and convex portions so that the structure can slide accurately and smoothly, and the length can be easily adjusted. It is an intermediate joint member.

鋼管部材は2重構造になっており、外側鋼管22と内側鋼管23とは凹凸の形状部を噛み合わせてスライドさせる構造になっている。外側鋼管22と内側鋼管23をスライドさせて伸縮させたのち、外側鋼管22と内側鋼管23に開けたピン接合穴を重ね合わせ、接合ボルト24を直交する2方向から挿入し固定する。   The steel pipe member has a double structure, and the outer steel pipe 22 and the inner steel pipe 23 have a structure in which concave and convex shapes are engaged and slid. After the outer steel pipe 22 and the inner steel pipe 23 are slid and expanded, pin joining holes opened in the outer steel pipe 22 and the inner steel pipe 23 are overlapped, and the joining bolt 24 is inserted and fixed from two orthogonal directions.

図13に、鉄塔腹材取替フローを示す。   FIG. 13 shows a tower bellows replacement flow.

取替工具を使って鉄塔構造物の一部材を取り替える前に、鉄塔構造物の許容応力度を立体解析で求め、部材の許容応力度と取替工具からの荷重を対比し、取替工具からの荷重が鉄塔部材の許容応力度を超えるようであれば、取替工具による過大な荷重で鉄塔構造物の損傷を与えることのないようにリミット機能で警報を発生させ部材交換を中止するフロー図になっている。   Before replacing one member of the tower structure using the replacement tool, obtain the allowable stress level of the tower structure by three-dimensional analysis, and compare the allowable stress level of the member with the load from the replacement tool. If the load of the steel tower exceeds the allowable stress level of the steel tower member, a flow chart will stop the member replacement by generating an alarm with the limit function so that the steel tower structure will not be damaged by the excessive load of the replacement tool It has become.

本発明が対象とした送電鉄塔の高さは,62000mm、油圧ジャッキは揚力200kN、引力100kN、ストローク250mm、シリンダ内径60mmである。   The height of the transmission tower targeted by the present invention is 62000 mm, the hydraulic jack has a lift of 200 kN, an attractive force of 100 kN, a stroke of 250 mm, and a cylinder inner diameter of 60 mm.

本発明は、送電鉄塔での荷重測定に用いたが、他の鉄塔構造物の荷重測定にも用いることができる。   Although this invention was used for the load measurement in a power transmission tower, it can be used also for the load measurement of another steel tower structure.

1…取替工具
3…ロードセル
7…主柱
9…内筒円筒
10…外筒円筒
11…円筒体
5…端部材
DESCRIPTION OF SYMBOLS 1 ... Replacement tool 3 ... Load cell 7 ... Main pillar 9 ... Inner cylinder 10 ... Outer cylinder 11 ... Cylindrical body 5 ... End member

Claims (3)

取替工具を使用して送電鉄塔の部材交換を行うのに際し、取替工具に装着したロードセルにより送電鉄塔の主柱に加わる荷重を計測するようにした送電鉄塔部材の取替工法。   A replacement method for a transmission tower member in which the load applied to the main column of the transmission tower is measured by a load cell attached to the replacement tool when replacing the member of the transmission tower using a replacement tool. 主柱間に装着して主柱に加わる荷重を計測する荷重計測装置において、内側円筒と外側円筒を摺動自在とした円筒体内にロードセルを収容し、ロードセルを収容した円筒体を取替工具の端部に取付け、円筒体の他端と主柱との間に端部材を介在させ、内筒体の両端間の圧縮荷重、引張荷重にロードセルを対応させ、ロードセルより対応した圧縮荷重、引張荷重を発信できるようにした荷重計測装置。   In a load measuring device that is mounted between main columns and measures the load applied to the main column, the load cell is accommodated in a cylindrical body in which the inner cylinder and the outer cylinder are slidable. Installed at the end, an end member is interposed between the other end of the cylinder and the main column, and the load cell is made to correspond to the compressive load and tensile load between both ends of the inner cylinder, and the corresponding compressive load and tensile load from the load cell Load measuring device that can transmit. ロードセルで計測した荷重を表示するとともに、送電鉄塔の許容応力より過荷重を防止するためのリミット機能を有するリミット計を設けた請求項2記載の送電鉄塔部材の荷重計測装置。   The load measuring device for a power transmission tower member according to claim 2, further comprising a limit meter that displays a load measured by the load cell and has a limit function for preventing an overload from an allowable stress of the power transmission tower.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111122312A (en) * 2018-10-30 2020-05-08 中国电力科学研究有限公司 Device for measuring ultimate bearing capacity of lightning arrester hardware fitting

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6221697A (en) * 1985-07-23 1987-01-30 オツクスジヤツキコンサルタント株式会社 Hydraulic jack for monitoring load
JP2001268758A (en) * 2000-03-23 2001-09-28 Chikahiro Morikama Replacement method of damaged component of transmission steel tower, and replacement tool
JP2006336371A (en) * 2005-06-03 2006-12-14 Tokyo Electric Power Co Inc:The Member replacement method of construction of trussed structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6221697A (en) * 1985-07-23 1987-01-30 オツクスジヤツキコンサルタント株式会社 Hydraulic jack for monitoring load
JP2001268758A (en) * 2000-03-23 2001-09-28 Chikahiro Morikama Replacement method of damaged component of transmission steel tower, and replacement tool
JP2006336371A (en) * 2005-06-03 2006-12-14 Tokyo Electric Power Co Inc:The Member replacement method of construction of trussed structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111122312A (en) * 2018-10-30 2020-05-08 中国电力科学研究有限公司 Device for measuring ultimate bearing capacity of lightning arrester hardware fitting
CN111122312B (en) * 2018-10-30 2023-12-12 中国电力科学研究有限公司 Measuring device for ultimate bearing capacity of lightning arrester hardware fitting

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