JP4214091B2 - Simple lifting device for steel tower assembly and dismantling and lifting method - Google Patents

Simple lifting device for steel tower assembly and dismantling and lifting method Download PDF

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JP4214091B2
JP4214091B2 JP2004232056A JP2004232056A JP4214091B2 JP 4214091 B2 JP4214091 B2 JP 4214091B2 JP 2004232056 A JP2004232056 A JP 2004232056A JP 2004232056 A JP2004232056 A JP 2004232056A JP 4214091 B2 JP4214091 B2 JP 4214091B2
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tower
rail
lifting device
steel tower
lifting
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JP2006044927A (en
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幸男 森村
章仁 寺本
栄二 田中
幸造 西村
勝 野々原
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Sanwa Tekki Corp
Kanden Engineering Corp
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Kanden Engineering Corp
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Description

本発明は、鉄塔組立及び解体用簡易吊上げ装置とその装置による吊上げ工法に関するものである。   The present invention relates to a simple lifting device for assembling and dismantling a steel tower and a lifting method using the device.

架空送電線路の鉄塔工事では、一般工事に比べ、山間部や住宅地等工事箇所の範囲が広いことや電気が送電状態であるなど、工事への制限が多くなる。   In the construction of towers for overhead power transmission lines, there are more restrictions on construction, such as the wide range of construction sites such as mountainous areas and residential areas, and the fact that electricity is being transmitted, compared to general construction.

制限が多い中、鉄塔組立工事では新設又は改造に必要な部材を活線状態で鉄塔へ吊上げ、取付けるための装置が必要となる。また、鉄塔解体工事においても部材を解体し、部材を地上へ降ろす装置が必要となる。   While there are many restrictions, tower assembly work requires a device for lifting and mounting members necessary for new installation or remodeling on the tower in a live state. Also, in the steel tower dismantling work, a device for dismantling the members and dropping the members to the ground is required.

従来の鉄塔組立・解体工事には、移動式クレーン、クライミングクレーン、台棒が用いられている。
特開平09−012274号公報 特開2002−281624号公報
In conventional steel tower assembly and dismantling work, mobile cranes, climbing cranes, and poles are used.
JP 09-012274 A JP 2002-281624 A

移動式クレーンの場合は、搬入路に制限があり、住宅密集地等の狭い道路や山地の鉄塔への搬入は不可能である。   In the case of a mobile crane, there are restrictions on the carry-in route, and it is impossible to carry on a narrow road such as a densely populated house or a mountain tower.

クライミングクレーンの場合は、クライミングクレーンを分割して山地への運搬は可能ではあるが、単体重量が重く、索道等の運搬のための大規模な仮設工事が必要である。   In the case of a climbing crane, the climbing crane can be divided and transported to the mountainous area, but the weight of the climbing crane is heavy, and a large-scale temporary work for transporting the cableway or the like is necessary.

台棒の場合は、台棒の運搬は比較的容易であるが、作業時には3方向への支線取付けが必要となり、旋回にも制限が加わる。支線取付け範囲として作業敷地(借地範囲)を広く取る必要がある。また、最近多く実施されている片側活線での工事についても、支線が必要なため適用ができなかった。   In the case of a pedestal, transportation of the pedestal is relatively easy, but it is necessary to attach branch lines in three directions at the time of operation, and there is a limitation on turning. It is necessary to take a wide work site (rented land range) as a branch line installation range. Also, the construction of one-sided live lines, which has been carried out recently, could not be applied because of the need for branch lines.

運搬が困難な場所へでも運搬でき、また、用地的に制限がある場所でも使用でき、活線での作業を容易にでき、その上、安全に鉄塔組立・解体工事を行うことができる、鉄塔組立及び解体用簡易吊上げ装置と鉄塔組立及び解体用簡易吊上げ工法の提供が求められている。   A steel tower that can be transported to places that are difficult to transport, can be used in places with limited land use, can be easily operated on the live line, and can be safely assembled and dismantled. There is a need to provide a simple lifting device for assembly and dismantling and a simple lifting method for assembling and dismantling steel towers.

本発明は、運搬が困難な場所へでも運搬でき、また、用地的に制限がある場所でも使用でき、その上、安全に鉄塔組立・解体工事を行うことができるようにすべく、鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置とした。 The present invention can be used in places where transportation is difficult, can be used in places where there are restrictions on the site, and on the side of the tower so that the tower can be assembled and disassembled safely. A fixed rail, a manual swiveling device that swivels on the rail, and a hand that swivels the boom, and a spirit level are arranged, and the vertical positioning of the cylindrical main column and the level of the swivel are maintained by adjusting bolts. It consists of a horizontal adjustment mechanism that enables stable work and a lifting device that raises and lowers the boom via a swiveling device and winds up and down the hoisting and hoisting wires. The cylindrical body of the horizontal adjustment mechanism, swiveling device, and lifting device The steel tower assembly and dismantling simple lifting device was made by inserting it into the column and dividing the rail and lifting device into a single unit weight of 50 kg or less.

さらに、本発明は、運搬が困難な場所へでも運搬でき、また、用地的に制限がある場所でも使用でき、活線での作業を容易にし、その上,安全に鉄塔組立・解体を行うことがで
きるようにすべく、鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置を、鉄塔下部で組立て、鉄塔側面にレール及び前記装置を取付け、レールに沿って必要高さまでせり上げて固定し、活線状態で、鉄塔部材を吊上げ、旋回、起伏させて鉄塔の組立あるいは解体を行う鉄塔組立及び解体用簡易吊上げ工法とした。
Furthermore, the present invention can be transported to places that are difficult to transport, and can be used in places where there are restrictions on the site, facilitating work on live lines, and also to safely assemble and disassemble towers. The rail is fixed to the side of the pylon, the hand swiveling device that swivels on the rail and is used to turn the boom, and the level. It consists of a horizontal adjustment mechanism that enables stable work by maintaining the vertical arrangement and the level of the swivel unit, and a lifting device that raises and lowers the boom via the swivel device, and the horizontal adjustment mechanism for the hoisting and hoisting wires , A steel tower assembly and dismantling simple lifting device, which is inserted into the cylindrical main column of the swivel device and lifting device and divided into a single unit weight of 50 kg or less, is assembled at the bottom of the steel tower, and the rail and front Install the device, elevated and fixed to the required height along the rail, in a live-line state, lifting the tower member, the turning, and the relief is brought to tower assembly or pylon assembly performing disassembly and the simple demolition lifting method.

本発明は、鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置であるので、運搬が困難な場所へでも運搬でき、また、活線状態でも、用地的に制限がある場所でも使用できる。 The present invention provides a rail fixed to the side surface of a steel tower, a manual swing device that swings on the rail and is fixed, and a level, and a vertical arrangement of the cylindrical main body column by adjusting bolts. It consists of a leveling mechanism that maintains the level of the swivel unit and enables stable work, and a lifting device that raises and lowers the boom via the swiveling device. Since it is a steel tower assembly and dismantling simple lifting device that is inserted into the cylindrical main column of the lifting device and the rail and the lifting device are divided to a weight of 50 kg or less, it can be transported to places where transportation is difficult. It can be used in a line state or in a place where there are restrictions on the site.

本発明では、レール及び吊上げ装置を単体重量50kg程度以下に分割し、人肩又は運搬車での運搬を可能にした。よって、山地への運搬を索道等の仮設を必要としない鉄塔組立及び解体用吊上げ装置とした。   In the present invention, the rail and the lifting device are divided into a single weight of about 50 kg or less, and can be carried by a shoulder or a transport vehicle. Therefore, the steel tower assembly and dismantling lifting device that does not require temporary construction such as cableway is used for transportation to the mountain.

また、鉄塔組立及び解体用吊上げ装置を、鉄塔の側面に固定したレール上でせり上げ、せり下げができ、さらに装置任意の位置に固定することにより、支線をなくすことができ、狭い場所で作業範囲を制限して工事ができる。 Also, the tower assembly and dismantling lifting device can be lifted and lowered on the rail fixed to the side of the steel tower, and the branch line can be eliminated by fixing the device at an arbitrary position. Work can be done with a limited work range.

さらに、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させた鉄塔組立及び解体用簡易吊上げ装置であるので、ワイヤが邪魔になってブームが旋回できなくなるようなことはなく、ワイヤの絡み及び旋回の制限がなくなり、また、鉄塔には転び(鉄塔支柱23の垂直線からの傾斜角)が付けられているため、鉄塔組立及び解体用簡易吊上げ装置も傾いた状態となり、先のままの状態で荷を吊上げると、吊荷の重みでブーム及び吊荷が勝手に振れることになるが、水平調整機構により旋回装置を水平に保つことができるので、吊荷の重みでブーム及び吊荷が勝手に振れることはなく、作業性と安全性を向上させる。   In addition, it is a steel tower assembly and dismantling simple lifting device in which the hoisting and winding wires are inserted into the cylindrical main body column of the horizontal adjustment mechanism, swiveling device, and lifting device, so that the wire becomes in the way and the boom cannot turn. There is nothing, and there is no restriction on the entanglement and turning of the wire, and the steel tower is tilted (inclination angle from the vertical line of the tower column 23), so that the simple lifting device for assembling and dismantling the tower is also inclined. If the load is lifted as it is, the boom and the suspended load will swing freely due to the weight of the suspended load, but the swiveling device can be kept horizontal by the leveling mechanism. The boom and suspended load do not swing freely due to the weight of the load, improving workability and safety.

さらにその上に、鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置を、鉄塔下部で組立て、鉄塔側面にレール及び前記装置を取付け、レールに沿って必要高さまでせり上げて固定し、活線状態で、鉄塔部材を吊上げ、旋回、起伏させて鉄塔の組立あるいは解体を行う鉄塔組立及び解体用簡易吊上げ工法としたので、運搬が困難な場所へでも運搬でき、また、用地的に制限がある場所でも使用でき、活線での作業を容易にし、その上,安全に鉄塔組立・解体を行うことができる。 On top of that, a rail fixed to the side of the tower, a hand swiveling device that swivels on the rail and that pivots the boom, and a spirit level are arranged, and the cylindrical main body column is placed vertically by adjusting bolts. And a horizontal adjustment mechanism that maintains the level of the swivel unit and enables stable work, and a lifting device that raises and lowers the boom via the swivel device. The steel tower assembly and dismantling simple lifting device is assembled at the bottom of the tower, and the rail and the equipment are attached to the side of the tower. It was fixed elevated to the required height along the rail, in a live-line state, lifting the tower member, turning, tower assembly by undulations to assemble or dismantle the tower and dismantling for simple lifting Because it is a construction method, it can be transported to places where transportation is difficult, and it can be used in places where there are restrictions on the site, making it easy to work on live lines, and to safely assemble and disassemble towers it can.

本発明を添付する図面の具体的実施例に基づいて、以下詳細に説明する。   The present invention will be described in detail below based on specific embodiments of the accompanying drawings.

図1は鉄塔1にレール2、筒状支持柱3、旋回装置20、水平調整機構21及び吊上げ装置4を取付けた状態の側面図である。   FIG. 1 is a side view of a state where a rail 2, a cylindrical support column 3, a turning device 20, a leveling mechanism 21, and a lifting device 4 are attached to a steel tower 1.

図2は、本装置による鉄塔組立工事の一例を示す。まず、鉄塔下部(地上)で本装置を組立て、鉄塔側面にレール2及び本装置を取付ける。鉄塔側面に取付けたレール2に沿って必要高さまでせり上げを行い、本装置を固定する。この場合作業位置下方では活線の電線がある状態であり、その上部での組立となる。その条件下で順次せり上げを行い、鉄塔上部組立を可能とした工法である。   FIG. 2 shows an example of steel tower assembly work by this apparatus. First, this apparatus is assembled at the lower part of the steel tower (above ground), and the rail 2 and this apparatus are attached to the side surface of the steel tower. Raise it to the required height along the rail 2 attached to the side of the steel tower, and fix this device. In this case, there is a live electric wire below the working position, and assembly is performed at the upper part. It is a construction method that allows the assembly of the upper part of the tower by sequentially raising it under these conditions.

図3は鉄塔1にレール2及び筒状支持柱3を取付けた状態の正面図である。   FIG. 3 is a front view of a state where the rail 2 and the cylindrical support pillar 3 are attached to the steel tower 1.

鉄塔1は鉄塔主柱23、鉄塔斜材5、鉄塔水平材6等よりなる。   The steel tower 1 includes a steel tower main pillar 23, a steel tower diagonal 5, a steel tower horizontal member 6, and the like.

鉄塔1の側面に、例えばH型鋼のH100×100×6×8で単長2mのレール2を固定する。各レール2どうしの連結は、連結分の両面に連結板を当接させて、ボルト、ナットで螺締して行い、レール2の鉄塔1側面の固定は、鉄塔斜材5に取付けたレール支持パイブ7のクランプ金具8により行う。   A rail 2 having a single length of 2 m is fixed to the side surface of the steel tower 1 with, for example, H-shaped steel H100 × 100 × 6 × 8. The rails 2 are connected to each other by bringing the connecting plates into contact with both sides and screwed with bolts and nuts, and the side of the tower 1 of the rail 2 is fixed to the tower diagonal 5 This is done by the clamp fitting 8 of the pipe 7.

筒状支持柱3は、例えば□175×175×6の角鋼管で、支持柱固定パイプ9に取付け、その支持柱固定パイプ9の両端支持金具24を取付け、鉄塔主柱23に固定する。 The cylindrical support pillar 3 is a square steel pipe of □ 175 × 175 × 6, for example, and is attached to the support pillar fixing pipe 9, and the support fittings 24 are attached to both ends of the support pillar fixing pipe 9 to be fixed to the tower main pillar 23.

この筒状支持柱3の上端に吊上げ装置4を設ける。   A lifting device 4 is provided at the upper end of the cylindrical support column 3.

吊上げ装置4は、筒状支持柱3上端に水平調整機構21、旋回装置20を介して筒状本体支柱10を起立させ、筒状本体支柱10の基端部に支柱11の基端を枢着し、支柱11の中間部と筒状本体支柱10上部とを固定パイプ12で連結し、筒状本体支柱10の基端部にブーム13を起伏自在に枢着する。筒状本体支柱10上端、支柱11上端及びブーム13上端にそれぞれシーブ14・15・16を設ける。起伏ワイヤ18と吊上げワイヤ19は、筒状支持柱3、筒状本体支柱10を挿通し、起伏ワイヤ18はシーブ14、シーブ15を経て、その端部はブーム13上端上部に取付け、吊上げワイヤ19はシーブ14、シーブ15、シーブ16を経てフック17に掛け回し、その端部はブーム13上端下部に取付ける。   The lifting device 4 erects the cylindrical main body column 10 at the upper end of the cylindrical support column 3 via the horizontal adjustment mechanism 21 and the turning device 20, and pivotally attaches the proximal end of the column 11 to the proximal end portion of the cylindrical main body column 10. Then, the middle part of the column 11 and the upper part of the cylindrical main body column 10 are connected by the fixed pipe 12, and the boom 13 is pivotally attached to the base end portion of the cylindrical main column 10 so as to be raised and lowered. Sheaves 14, 15, and 16 are provided at the upper end of the cylindrical main body column 10, the upper end of the column 11, and the upper end of the boom 13, respectively. The hoisting wire 18 and the lifting wire 19 are inserted through the cylindrical support column 3 and the cylindrical main body column 10, and the hoisting wire 18 passes through the sheave 14 and the sheave 15, and its end is attached to the upper upper end of the boom 13. Is hooked around a hook 17 through a sheave 14, a sheave 15, and a sheave 16, and its end is attached to the bottom upper end of the boom 13.

フック17に吊下げた荷の吊上げ吊下げは、吊上げワイヤ19を介してウインチで行い、ブーム13の起伏も起伏ワイヤ19を介してウインチで行う。   The lifting of the load suspended from the hook 17 is performed by a winch through the lifting wire 19, and the boom 13 is also lifted by the winch through the lifting wire 19.

吊上げ装置4の旋回は、吊上げ装置4の筒状本体支柱10の下端部に設けた手動用の旋回装置20で行う。旋回装置20は筒状本体支柱10にウォームホイールを外嵌め固定し、このウォームホイールにウォーム歯車を噛み合わせ、ウォーム歯車の端部に操作レバーを固定したものである。   The lifting device 4 is turned by a manual turning device 20 provided at the lower end of the cylindrical main body column 10 of the lifting device 4. The swivel device 20 is configured such that a worm wheel is externally fitted and fixed to the cylindrical main body column 10, a worm gear is engaged with the worm wheel, and an operation lever is fixed to an end portion of the worm gear.

また、旋回装置20の下部に水平調整機構21を設け、鉄塔1の転び(鉄塔支柱23の垂直線からの傾斜角)に合わせて旋回部を水平に保ち、安定した作業を可能とする。水平調整機構21は水準器を配置し、調整ボルト等により水平を維持させる。   Moreover, the horizontal adjustment mechanism 21 is provided in the lower part of the turning apparatus 20, and a turning part is kept horizontal according to the rolling of the steel tower 1 (inclination angle from the vertical line of the steel tower column 23), thereby enabling stable work. The level adjustment mechanism 21 is provided with a level and maintains level by an adjustment bolt or the like.

吊上げ装置4の荷重は、クレーン等安全規則の適用外となる490kg以下に設定し、筒状支持柱3、水平調整機構21、旋回装置20、吊上げ装置4は部材を分割して構成させ、人肩及び運搬車で鉄塔敷地まで運搬可能とする。   The load of the lifting device 4 is set to 490 kg or less, which is not applicable to safety regulations such as cranes. The cylindrical support column 3, the horizontal adjustment mechanism 21, the swivel device 20, and the lifting device 4 are configured by dividing members. It can be transported to the tower site with shoulders and transport vehicles.

例えば、吊上げ装置4の筒状本体支柱10は、鋼管φ165.2×7tで2本継ぎ全長1.6mである。支柱11は、鋼管φ114.3×4.5tで2本継ぎで全長2.3mである。ブーム13は、鋼管φ114.3×4.5tで3本継ぎ全長5.0mである。   For example, the cylindrical main body column 10 of the lifting device 4 is a steel pipe φ165.2 × 7t and has a two-joint total length of 1.6 m. The strut 11 is a steel pipe φ114.3 × 4.5 t and has a total length of 2.3 m with two joints. The boom 13 is a steel pipe φ114.3 × 4.5 t and has a total length of three joints of 5.0 m.

支柱3は角鋼管□175×175×6tで3本継ぎ全長2.67mである。レール2はH型鋼H100×100×6×8で単長2.0mである。   The strut 3 is a square steel pipe □ 175 × 175 × 6t and has a total length of 3.67 m with three joints. The rail 2 is H-shaped steel H100 × 100 × 6 × 8 and has a single length of 2.0 m.

次に、起伏ワイヤ18と吊上げワイヤ19の処理による効果を図4及び図5により説明する。   Next, the effect of the processing of the undulating wire 18 and the lifting wire 19 will be described with reference to FIGS.

筒状支持柱3上には、水平調整機構21、旋回装置20を介して筒状本体支柱10を起立させ、筒状本体支柱10の基端部に支柱11の基端を枢着し、支柱11の中間部と筒状本体支柱10上部とを固定パイプ12で連結し、筒状本体支柱10の基端部にブーム13
を起伏自在に枢着する。筒状本体支柱10上端、支柱11上端及びブーム13上端にそれぞれシーブ14・15・16を設ける。起伏ワイヤ18と吊上げワイヤ19は筒状支持柱3、筒状本体支柱10を挿通し、起伏ワイヤ18はシーブ14・シーブ15を経て、その端部はブーム13上端上部に取付け、吊上げワイヤ19はシーブ14、シーブ15、シーブ16を経て、フック17に掛け回し、その端部はブーム13上端下部に取付ける。符号20は旋回装置である。
On the cylindrical support column 3, the cylindrical main body column 10 is erected via the horizontal adjustment mechanism 21 and the turning device 20, and the proximal end of the column 11 is pivotally attached to the proximal end portion of the cylindrical body column 10. 11 is connected to the upper part of the cylindrical main body column 10 by a fixed pipe 12, and a boom 13 is connected to the base end of the cylindrical main body column 10.
Pivot pivoting freely. Sheaves 14, 15, and 16 are provided at the upper end of the cylindrical main body column 10, the upper end of the column 11, and the upper end of the boom 13, respectively. The undulation wire 18 and the lifting wire 19 are inserted through the cylindrical support column 3 and the cylindrical main body column 10. The undulation wire 18 is attached to the upper end of the boom 13 through the sheave 14 and the sheave 15. The sheave 14, the sheave 15, and the sheave 16 are passed around the hook 17, and its end is attached to the lower end of the boom 13. Reference numeral 20 denotes a turning device.

図4aは起伏ワイヤ18及び吊上げワイヤ19を、筒状支持柱3及び筒状本体支柱10内を挿通させずに筒状支持柱3及び筒状本体支柱10の外周面上に配置させている。これを旋回装置20により旋回させると、図4bに示すように、起伏ワイヤ18及び吊上げワイヤ19は筒状支持柱3、筒状本体支柱10に巻き付き、起伏・吊上げの作業ができなくなる。   In FIG. 4 a, the undulation wire 18 and the lifting wire 19 are arranged on the outer peripheral surface of the cylindrical support column 3 and the cylindrical main body column 10 without being inserted through the cylindrical support column 3 and the cylindrical main body column 10. When this is turned by the turning device 20, as shown in FIG. 4b, the undulation wire 18 and the lifting wire 19 are wound around the cylindrical support column 3 and the cylindrical main body column 10, and the undulation / lifting operation cannot be performed.

図5aに示す本装置の起伏ワイヤ18及び吊上げワイヤ19を、筒状支持柱3、水平調整機構21、旋回装置22及び筒状本体支柱10に挿通させると、旋回装置20により筒状本体支柱10、支柱11およびブーム13を旋回させても、図5bに示すように、起伏ワイヤ18及び吊上げワイヤ19が筒状支持柱3及び筒状本体支柱10に巻き付くことは皆無で、無限に旋回が可能で、起伏・吊上げの作業が安心してできる旋回装置20による旋回作業のため、360°の旋回が可能で、安定した作業性と安全性が確保できる。   When the undulation wire 18 and the lifting wire 19 of this apparatus shown in FIG. 5 a are inserted through the cylindrical support column 3, the horizontal adjustment mechanism 21, the turning device 22, and the cylindrical main body column 10, the cylindrical body column 10 is rotated by the turning device 20. Even if the support column 11 and the boom 13 are swung, as shown in FIG. 5b, the hoisting wire 18 and the lifting wire 19 are not wound around the cylindrical support column 3 and the cylindrical main body column 10 and can be swung infinitely. Since it is possible to perform the swiveling work by the swivel device 20 that can undulate and lift safely, it is possible to swivel 360 °, ensuring stable workability and safety.

また、水平調整機構21による効果を図6及び図7により説明する。   The effect of the horizontal adjustment mechanism 21 will be described with reference to FIGS.

鉄塔1の転びがある鉄塔主柱23に筒状支持柱3は、図6aに示すように取付けられる。筒状支持柱3は転びのある鉄塔主柱23に取付けられ、斜状であるため、図6bに示すように、荷22の重量でブーム13が勝手に旋回し、活線側に荷22が振れる可能性があり危険である。   The cylindrical support pillar 3 is attached to the tower main pillar 23 where the tower 1 is rolled as shown in FIG. 6a. Since the cylindrical support pillar 3 is attached to the rolling tower main pillar 23 and has an oblique shape, as shown in FIG. 6b, the boom 13 turns freely by the weight of the load 22, and the load 22 is on the live line side. There is a possibility of swinging, which is dangerous.

本発明では、図7aに示すように、筒状本体支柱10の下端部に水平調整機構21を設ける。水平調整機構21により筒状本体支柱10を垂直に配置するので、図7bに示すように、荷22を吊上げてもブーム13が振れることなく、安定した荷22の吊上げ作業が可能となり、旋回装置20も最小限の荷重に対応した設計ですむ。   In the present invention, as shown in FIG. 7 a, a horizontal adjustment mechanism 21 is provided at the lower end of the cylindrical main body column 10. Since the cylindrical main body column 10 is vertically arranged by the horizontal adjustment mechanism 21, as shown in FIG. 7b, even if the load 22 is lifted, the boom 13 does not swing, and the lifting work of the load 22 can be performed stably. 20 can be designed to handle the minimum load.

ブーム13は2本継ぎで全長3.2m、作業半径3.0m、最大吊上げ荷重490kgであるが、ブーム13を3本継ぎで全長5.0m、作業半径4.5m、154kVクラスの鉄塔まで適用できる装置とした。   The boom 13 has a total length of 3.2 m with two joints, a working radius of 3.0 m, and a maximum lifting load of 490 kg. However, the boom 13 has a total length of 5.0 m, a working radius of 4.5 m, and a 154 kV class steel tower. It was a device that can.

本発明では、レール2を通して吊上げ装置4をせり上げるため、活線状態でも安全にせり上げができる。   In the present invention, since the lifting device 4 is lifted through the rail 2, it can be lifted safely even in a live line state.

本発明では、支線の必要がないため、狭い場所での工事や活線での工事に適用できる。   In the present invention, since there is no need for a branch line, the present invention can be applied to construction in a narrow place or construction on a live line.

本発明は、鉄塔組立及び解体用簡易吊上げ装置のみならず、建築鉄骨の組立及び解体用簡易吊上げ装置にも利用できる。   The present invention can be used not only for a simple lifting device for assembling and dismantling steel towers but also for a simple lifting device for assembling and dismantling building steel frames.

本発明のレール、筒状支持柱及び吊上げ装置を鉄塔に取付けた状態の側面図である。It is a side view of the state which attached the rail of this invention, the cylindrical support pillar, and the lifting apparatus to the steel tower. 本発明の本装置による組立工法の概要図である。It is a schematic diagram of the assembly method by this apparatus of the present invention. 本発明のレール、筒状支持柱を鉄塔に取付けた状態の正面図である。It is a front view of the state which attached the rail of this invention, and the cylindrical support pillar to the steel tower. 従来の起伏ワイヤ及び吊上げワイヤを筒状支持柱、筒状本体支柱に挿通しない状態の模式図で、図4aは旋回前の模式図、図4bは旋回後の模式図である。FIG. 4A is a schematic view before turning, and FIG. 4B is a schematic view after turning, where a conventional undulation wire and a lifting wire are not inserted into the cylindrical support column and the cylindrical main body support. 本発明の起伏ワイヤ及び吊上げワイヤを筒状支持柱、筒状本体支柱に挿通した状態の模式図で、図5aは旋回前の模式図、図5bは旋回後の模式図である。FIG. 5A is a schematic view before turning, and FIG. 5B is a schematic view after turning, in a state where the undulation wire and the lifting wire of the present invention are inserted through the cylindrical support column and the cylindrical main body support. 従来の水平調整機構の効果を説明する模式図で、図6aは吊上げ前の模式図、図6bは吊上げ後の模式図である。6A and 6B are schematic diagrams for explaining the effect of a conventional horizontal adjustment mechanism, in which FIG. 6a is a schematic diagram before lifting, and FIG. 6b is a schematic diagram after lifting. 本発明の水平調整機構により、吊上げ装置を水平な状態にした模式図で、図7aは吊上げ前の模式図、図7bは吊上げ後の模式図である。FIG. 7A is a schematic view of the lifting device in a horizontal state by the horizontal adjustment mechanism of the present invention, FIG. 7A is a schematic view before lifting, and FIG. 7B is a schematic view after lifting.

符号の説明Explanation of symbols

1…鉄塔
2…レール
13…ブーム
4…吊上げ装置
18…起伏ワイヤ
19…吊上げワイヤ
10…筒状本体支柱

DESCRIPTION OF SYMBOLS 1 ... Steel tower 2 ... Rail 13 ... Boom 4 ... Lifting device 18 ... Rising wire 19 ... Lifting wire 10 ... Cylindrical main body support | pillar

Claims (2)

鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置。 A rail fixed on the side of the steel tower, a manual swiveling device that swivels on the rail and that pivots the boom, and a spirit level are arranged. Level adjustment mechanism that enables stable work and a lifting device that raises and lowers the boom via the swivel device and winds up the members. The undulation and hoisting wires are connected to the horizontal adjustment mechanism, swivel device, and lifting device. A simple lifting device for assembling and dismantling a steel tower in which a rail and a lifting device are divided into a single unit weight of 50 kg or less by being inserted into a cylindrical main body column . 鉄塔側面に固定したレールと、レール上を摺動し固定される、ブームを旋回する手動用の旋回装置と、水準器を配置し、調整ボルトにより筒状本体支柱の垂直配置と旋回部の水平を維持させ安定した作業を可能とする水平調整機構と、旋回装置を介してブームを起伏させて部材を巻上げる吊上げ装置とよりなり、起伏・巻上げワイヤを水平調整機構、旋回装置、吊上げ装置の筒状本体支柱内に挿通させ、レール及び吊上げ装置を単体重量50kg以下に分割した鉄塔組立及び解体用簡易吊上げ装置を、鉄塔下部で組立て、鉄塔側面にレール及び前記装置を取付け、レールに沿って必要高さまでせり上げて固定し、活線状態で、鉄塔部材を吊上げ、旋回、起伏させて鉄塔の組立あるいは解体を行う鉄塔組立及び解体用簡易吊上げ工法。 A rail fixed on the side of the steel tower, a manual swiveling device that swivels on the rail and that pivots the boom, and a spirit level are arranged. Level adjustment mechanism that enables stable work and a lifting device that raises and lowers the boom via the swivel device and winds up the members. The undulation and hoisting wires are connected to the horizontal adjustment mechanism, swivel device, and lifting device. A steel tower assembly and demolition simple lifting device, which is inserted into the cylindrical main column support and divided into a single unit weight of 50 kg or less, is assembled at the bottom of the tower, the rail and the device are attached to the side of the tower, and along the rail Steel tower assembly and dismantling simple lifting method that raises and secures the tower to the required height , lifts, turns, and undulates steel tower members in a live state to assemble or disassemble the tower.
JP2004232056A 2004-08-09 2004-08-09 Simple lifting device for steel tower assembly and dismantling and lifting method Expired - Lifetime JP4214091B2 (en)

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CN103950841A (en) * 2014-04-16 2014-07-30 山东送变电工程公司 Auxiliary hoisting device for outer-side cross arms of crank arm of wine glass type ultrahigh-voltage transmission line iron tower
KR101985232B1 (en) * 2017-08-24 2019-06-03 삼성중공업 주식회사 Unloading device for scaffold
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JP7356894B2 (en) * 2019-12-23 2023-10-05 中部電力株式会社 Bar device for steel tower modification work
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