JP2011149163A - Overhaul facility for steel tower support structure and method for overhauling the same - Google Patents

Overhaul facility for steel tower support structure and method for overhauling the same Download PDF

Info

Publication number
JP2011149163A
JP2011149163A JP2010009299A JP2010009299A JP2011149163A JP 2011149163 A JP2011149163 A JP 2011149163A JP 2010009299 A JP2010009299 A JP 2010009299A JP 2010009299 A JP2010009299 A JP 2010009299A JP 2011149163 A JP2011149163 A JP 2011149163A
Authority
JP
Japan
Prior art keywords
dismantling
main
tower
suspension member
jack
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
Application number
JP2010009299A
Other languages
Japanese (ja)
Other versions
JP5435569B2 (en
Inventor
Hitoshi Naito
仁志 内藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Civil Engineering and Construction Corp
Original Assignee
JFE Civil Engineering and Construction Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by JFE Civil Engineering and Construction Corp filed Critical JFE Civil Engineering and Construction Corp
Priority to JP2010009299A priority Critical patent/JP5435569B2/en
Publication of JP2011149163A publication Critical patent/JP2011149163A/en
Application granted granted Critical
Publication of JP5435569B2 publication Critical patent/JP5435569B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a technique for overhauling a steel tower support structure, which can prevent the interference thereof with a stack shell overhauling unit during the overhauling, eliminates the need for installing a ring girder fixed to the outer periphery of the stack shell serving as a support point structural member and a guide roller for supporting the stack shell by abutting on the outer peripheral surface thereof, and eliminates the need for a high lift work. <P>SOLUTION: In this overhaul facility, the stack shell overhauling unit used for cutting and removing the stack shell includes a jack device for supporting the stack shell which is used to lift a vertically extending lift member 4, a jack frame 3a on which the jack device for supporting the stack shell is mounted and which is installed on a foundation member 23 in the stack shell 1, and a lifting member 5 for the stack shell which is connected to the bottom end of the vertically extending lift member 4 and which holds the lower side of the stack shell 1. The lifting member 5 for the stack shell includes a holding means comprising a plurality of arm parts which extend toward the peripheral surface of the stack shell 1 and the front ends of which are inserted, from the inside, into through-holes 6a formed in the stack shell 1 at a plurality of positions in the circumferential direction. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、煙突や展望タワーなど（以下、筒身という）を周囲から鉄塔で支持している構造をもつ鉄塔支持型構造物の解体設備及びその解体方法に関する。   The present invention relates to a dismantling facility for a tower-supported structure having a structure in which a chimney, an observation tower or the like (hereinafter referred to as a cylinder) is supported from the periphery by a steel tower, and a disassembling method thereof.

まず、鉄塔支持型構造物の構造について図面に基づき説明する。
鉄塔支持型構造物は、図６（ａ）、（ｂ）に示したように、高さが高い筒身１の横方向の安定化を図るために、筒身１を周囲から鉄塔２で支持する構造をもつ。筒身１を支持する鉄塔２は、上に伸びる複数本（4本以外に３本、6本などもある）の主柱2a、主柱2a同士を連結する水平部材2b、主柱2a間に渡された斜め部材2c、主柱2aに固定されたトラス構造の支持点鉄骨1a及び支持点鉄骨1aに固定された筒身支持リング1bとで構成されている。トラス構造の支持点鉄骨1aは、主柱2aと筒身支持リング1bの間に張設されて、支持点鉄骨1aの一端部が主柱2aに、その他端部が筒身支持リング1bの外周に固定されている。トラス構造の支持点鉄骨1a及び筒身支持リング1bが鉄塔側の支持点構成部材とされ、筒身側の支持点構成部材は、筒身１の外周に固定されたリングガータ1cである。すなわち、各支持点Ａは、図６（ｂ）に示したように、筒身側の支持点構成部材である筒身１の外周に固定されたリングガータ1cと、これと対向配置される、支持点鉄骨1aに固定された鉄塔側の筒身支持リング1bとで構成される。 First, the structure of the steel tower support structure will be described with reference to the drawings.
As shown in FIGS. 6 (a) and 6 (b), the tower-supported structure supports the barrel 1 from the periphery with the tower 2 in order to stabilize the barrel 1 having a high height. It has a structure that The tower 2 that supports the cylindrical body 1 is composed of a plurality of main pillars 2a (3, 6 etc. in addition to four) extending upward, a horizontal member 2b that connects the main pillars 2a, and a main pillar 2a. It is composed of a passed diagonal member 2c, a support point steel frame 1a of a truss structure fixed to the main column 2a, and a cylindrical support ring 1b fixed to the support point steel frame 1a. The support point steel frame 1a of the truss structure is stretched between the main column 2a and the cylindrical support ring 1b, one end of the support point steel frame 1a is the main column 2a, and the other end is the outer periphery of the cylindrical support ring 1b It is fixed to. The truss structure support point steel frame 1a and the barrel support ring 1b are steel tower side support point constituent members, and the barrel side support point constituent member is a ring gutter 1c fixed to the outer periphery of the barrel body 1. That is, as shown in FIG. 6 (b), each support point A is disposed opposite to the ring garter 1c fixed to the outer periphery of the cylinder 1 which is a support point constituting member on the cylinder side. It is composed of a cylindrical support ring 1b on the steel tower side fixed to the support point steel frame 1a.

そして、鋼製煙突などの筒身１の場合、支持点構成部材である筒身１の外周に固定されたリングガータ1cと、これと対向配置される、支持点鉄骨1aに固定された鉄塔側の筒身支持リング1bとの間に適切な隙間を設け、筒身１の高さ方向にある間隔でリングガータ1cを配置している。なお、鋼製煙突の場合、支持点構成部材であるリングガータ1cは、筒身１の外周に溶接で固着している。   And in the case of the cylindrical body 1 such as a steel chimney, the ring gutter 1c fixed to the outer periphery of the cylindrical body 1 which is a supporting point constituting member, and the tower side fixed to the supporting point steel frame 1a disposed opposite thereto An appropriate gap is provided between the tube body support ring 1b and the ring gutter 1c is arranged at an interval in the height direction of the tube body 1. In the case of a steel chimney, the ring gutter 1c, which is a support point constituent member, is fixed to the outer periphery of the cylinder 1 by welding.

次いで、従来の鉄塔支持型構造物の解体方法について詳細に説明する。
（解体方法Ａ）
解体方法Ａは、巨大クレーンを鉄塔支持型構造物に隣接させて設置した後、巨大クレーンを用い、筒身１と鉄塔２の両方共に上部側から解体する方法である。この解体法では、高所作業が多くなる欠点や巨大クレーンの使用期間が長くなる欠点、巨大クレーン設置のための地盤補強が必要となる欠点があった。
（解体方法Ｂ）
解体方法Ｂは、高所作業を少なくしかつ巨大クレーンの使用期間を短くするため、筒身支持用ジャッキ装置20を複数基、筒身の基部周囲に設置し、図７（ａ）に示したように、筒身１を下部側から切断・除去する方法である。これにより、比較的重い筒身１を先に解体し、次いで、鉄塔解体用の巨大クレーン100を設置し、図７（ｂ）に示したように、鉄塔２を上部側から解体する作業を行なう（特許文献１参照）。 Next, a conventional method for dismantling the steel tower support structure will be described in detail.
(Dismantling method A)
The dismantling method A is a method in which a huge crane is installed adjacent to a steel tower supporting structure, and then both the barrel 1 and the steel tower 2 are disassembled from the upper side using the huge crane. In this dismantling method, there were a drawback that the work at a high place was increased, a usage period of the huge crane was prolonged, and a ground reinforcement for installing the huge crane was required.
(Dismantling method B)
In dismantling method B, in order to reduce the work at height and shorten the period of use of the huge crane, a plurality of barrel support jack devices 20 are installed around the base of the barrel, as shown in FIG. In this way, the cylindrical body 1 is cut and removed from the lower side. As a result, the relatively heavy cylinder 1 is disassembled first, and then a huge crane 100 for dismantling the steel tower is installed, and the work of dismantling the steel tower 2 from the upper side is performed as shown in FIG. (See Patent Document 1).


特開２００４−３１６３３３号公報JP 2004-316333 A

しかしながら、従来の解体方法Ａ、Ｂの場合、巨大クレーンを設置して鉄塔２を高所で解体する解体作業や、巨大クレーンを用い、解体した鉄塔２の解体片22を吊り上げ、吊り下げて地上に下ろす作業を繰り返す必要があった。
また、従来の解体方法Ｂでは、鉄塔２の解体前に、筒身１を下降させ、筒身１を下部側から切断・除去することを繰り返す方法であるため、筒身１の外周に固定されたリングガータ1cが、これと対向配置される鉄塔側の筒身支持リング1bに対して相対的に下がることにより、解体途中において、鉄塔側の筒身支持リング1bと筒身１の外周面との間の隙間が適切な隙間よりも大きくなってしまうことが起こり、比較的重い筒身１の横方向の安定性が悪化するという問題があった。そこで、支持点鉄骨1aに固定された鉄塔側の筒身支持リング1bの周方向の少なくとも3箇所に、筒身１の外周面と接触して筒身１を支持するガイドローラを新たに設ける必要があり、解体開始前に高所作業が発生する。また、筒身１をさらに下げることにより、筒身１の外周に固定されたリングガータ1cと、新たに設けたガイドローラとの干渉が生じるために、ガイドローラを設置し直す必要があり、解体途中においても高所作業が発生する。 However, in the case of the conventional dismantling methods A and B, a dismantling operation in which a huge crane is installed to dismantle the tower 2 at a high place or a dismantling piece 22 of the dismantling tower 2 is lifted and suspended by using a huge crane It was necessary to repeat the work of lowering.
Further, in the conventional dismantling method B, before the steel tower 2 is dismantled, the tubular body 1 is lowered, and the tubular body 1 is repeatedly cut and removed from the lower side, so that it is fixed to the outer periphery of the tubular body 1. When the ring garter 1c is lowered relative to the tower-side cylindrical support ring 1b arranged opposite to the ring garter 1c, the steel tower-side cylindrical support ring 1b and the outer peripheral surface of the cylinder 1 are in the middle of dismantling. There is a problem that the gap between the two becomes larger than an appropriate gap, and the lateral stability of the relatively heavy cylinder 1 is deteriorated. Therefore, it is necessary to newly provide guide rollers for supporting the barrel 1 in contact with the outer peripheral surface of the barrel 1 at least at three locations in the circumferential direction of the barrel support ring 1b on the steel tower side fixed to the support point steel frame 1a. There is a work at a high place before the start of dismantling. Moreover, since the ring gutter 1c fixed to the outer periphery of the cylinder 1 and the newly provided guide roller are interfered by lowering the cylinder 1 further, it is necessary to re-install the guide roller. Work in high places occurs on the way.

またさらに、従来の解体方法Ｂの場合、筒身１の基部の外周に沿って筒身支持用ジャッキ装置20を設置し、吊りリング梁を筒身支持用ジャッキ装置20に吊り下げて設ける必要がある。この吊りリング梁上で筒身１の外側から吊りフックを吊りフック貫通口へ挿入する筒身１の保持手段設置作業を行ない、筒身１を保持した状態で筒身１を切断・除去する。その際、筒身１の下降に伴い、筒身側の支持点構成部材（筒身１の外周に固定されたリングガータ1c）と、筒身１の保持手段設置作業を行なう吊りリング梁との干渉が生じるという、筒身解体設備（以下、筒身解体ユニットともいう）上の問題が発生する。これを避けるために、筒身支持用ジャッキ装置20よりも上方のリングガータ解体足場で、筒身１の外周に固定されたリングガータ1cを切り離す必要があった。   Furthermore, in the case of the conventional dismantling method B, it is necessary to install the barrel support jack device 20 along the outer periphery of the base portion of the barrel 1 and suspend the suspension ring beam from the barrel support jack device 20. is there. On the suspension ring beam, the cylinder 1 holding means is installed to insert the suspension hook into the suspension hook through-hole from the outside of the cylinder 1, and the cylinder 1 is cut and removed while holding the cylinder 1. At this time, as the barrel 1 is lowered, the barrel-side supporting point constituting member (ring gutter 1c fixed to the outer circumference of the barrel 1) and the suspension ring beam for performing the holding means installation work of the barrel 1 There arises a problem on the tubular body dismantling facility (hereinafter also referred to as a tubular body dismantling unit) in which interference occurs. In order to avoid this, it is necessary to cut off the ring gutter 1c fixed to the outer periphery of the cylinder 1 with the ring gutter disassembly scaffold above the cylinder support jack device 20.

ここで、筒身１の基部の外周に沿って筒身支持用ジャッキ装置20を設置し、かつ鉄塔２の主柱2aを支持した状態でその下部側を切断するために主柱2aを挟んで主柱支持用ジャッキ装置を設置し、筒身１と一緒に鉄塔２を下降させつつ、筒身１及び鉄塔２を解体しようとした場合（解体方法Ｃという）、主柱2aに固定されたトラス構造の支持点鉄骨1a及び支持点鉄骨1aに固定された筒身支持リング1bと、筒身解体ユニットである筒身支持用ジャッキ装置20との干渉が生じるという、問題があった。この解体方法Ｃでは、主柱2aに固定されたトラス構造の支持点鉄骨1a及び支持点鉄骨1aに固定された筒身支持リング1b（以下、鉄塔側の支持点構成部材1a、1bともいう）を、主柱支持用ジャッキ装置の上方で解体すると、筒身の横方向の安定性が損なわれるために、主柱支持用ジャッキ装置の下方の位置で解体作業を行なうことが望まれている。   Here, the barrel support jack device 20 is installed along the outer periphery of the base of the barrel 1 and the main column 2a is sandwiched between the main column 2a in order to cut the lower side while supporting the main column 2a of the tower 2. When the main column supporting jack device is installed and the tower 2 is lowered together with the cylinder 1 and the cylinder 1 and the tower 2 are dismantled (referred to as the dismantling method C), the truss fixed to the main pillar 2a There is a problem that interference occurs between the structure supporting point steel frame 1a and the cylindrical body supporting ring 1b fixed to the supporting point steel frame 1a and the cylindrical body supporting jack apparatus 20 which is a cylindrical body dismantling unit. In this dismantling method C, the support point steel frame 1a of the truss structure fixed to the main column 2a and the cylindrical support ring 1b fixed to the support point steel frame 1a (hereinafter also referred to as the support point constituent members 1a and 1b on the steel tower side) Is disassembled above the main column support jack device, the lateral stability of the cylinder is impaired, so it is desired to perform the disassembly operation at a position below the main column support jack device.

本発明は、上記従来技術の問題点を解消し、解体作業を行う際、筒身側の支持点構成部材あるいは鉄塔側の支持点構成部材と、筒身解体ユニットとの干渉が生じないようにできると共に、比較的重い筒身の横方向の安定化を図るため、支持点構成部材である鉄塔側の筒身支持リングの代わりに筒身の外周面と接触して筒身を支持するガイドローラを新たに鉄塔側に設ける必要がなく、しかも鉄塔を高所で解体する解体作業をなくすことができ、より安全に解体作業が行える鉄塔支持型構造物の解体技術を提供することを目的とする。   The present invention eliminates the above-mentioned problems of the prior art, and when performing the dismantling operation, the interference between the barrel-side support point constituent member or the tower-side support point constituent member and the barrel dismantling unit does not occur. A guide roller that supports the barrel in contact with the outer peripheral surface of the barrel instead of the tower-side barrel support ring, which is a support point component, in order to stabilize the relatively heavy barrel in the lateral direction. It is possible to eliminate the dismantling work of dismantling the tower at a high place, and to provide a dismantling technology for the tower-supported structure that can be dismantled more safely. .

本発明者は、鉄塔支持型構造物の解体技術について鋭意検討し、その結果、以下の知見を得て本発明をなした。
（ａ）従来の解体方法Ｂの場合、筒身１の下降に伴い、筒身１の外周に固定されたリングガータ1cと、筒身解体ユニットとの干渉が生じる原因は、筒身支持用ジャッキ装置を複数基、筒身の基部の外周に設置し、それに吊りリング梁を吊り下げて吊りリング梁上で筒身１の外側から吊りフックを吊りフック貫通口へ挿入するという筒身１の保持手段設置作業が行なわれることにある。また、筒身１と一緒に鉄塔２を下降させつつ、筒身１及び鉄塔２を解体しようとした解体方法Ｃの場合でも、筒身支持用ジャッキ装置を複数基、筒身の基部の外周に設置しているので、鉄塔側の支持点構成部材1a、1bと、筒身支持用ジャッキ装置との干渉が生じる原因となる。 The inventor has intensively studied the dismantling technology of the steel tower support structure, and as a result, obtained the following knowledge and made the present invention.
(A) In the case of the conventional dismantling method B, the cause of the interference between the ring gutter 1c fixed to the outer periphery of the cylinder 1 and the cylinder dismantling unit as the cylinder 1 descends is the cylinder support jack Holding the cylinder 1 by installing a plurality of devices on the outer periphery of the base of the cylinder, suspending the suspension ring beam and inserting the suspension hook from the outside of the cylinder 1 onto the suspension hook through the suspension ring beam Means installation work is to be performed. Further, even in the case of the dismantling method C in which the steel tower 2 and the steel tower 2 are lowered while the steel tower 2 is lowered, a plurality of tube-supporting jack devices are provided on the outer periphery of the base of the cylinder. Since it is installed, it causes interference between the support point constituent members 1a and 1b on the steel tower side and the barrel support jack device.

そこで、本発明者は、解体する筒身１の内部にはほとんどものがなく、筒身１の内部がほぼ空洞であることに着目した。すなわち、本発明では、筒身支持用ジャッキ装置を筒身１の内部に設置し、筒身用吊り部材を筒身の周方向複数箇所に設けた貫通孔（吊りフック貫通口に相当）に挿入する保持手段設置作業を筒身の内側から行なうことができるようにした。これにより、筒身側の支持点構成部材（筒身１の外周に固定されたリングガータ1c）あるいは鉄塔側の支持点構成部材1a、1bと、筒身解体ユニットとの干渉が生じないようにできた。
（ｂ）従来の解体方法Ｂの場合、筒身１の外周に固定されたリングガータ1cが下がることによって、鉄塔側の筒身支持リング1bと筒身１の外周面との間の隙間が適切な隙間よりも大きくなってしまうことが起こり、比較的重い筒身の横方向の安定性が悪化する。そこで、本発明法では、比較的重い筒身の横方向の安定化を効果的に図るため、解体途中で、筒身１の外周に固定されたリングガータ1cと、対向配置される鉄塔側の筒身支持リング1bとの間に上下方向のずれが生じないようにした。すなわち、筒身を周囲から鉄塔で支持している構造のまま、筒身と一緒に鉄塔を地上近くにまで下降させるようにすると共に、筒身の下部側と主柱の下部側を切断・除去する際、筒身切断位置と主柱切断位置を同じに設定した。また、鉄塔構成部材（主柱2aに固定した水平部材2b、斜め部材2c、及び鉄塔側の支持点構成部材1a、1b）の解体作業は、地上に設置した解体用機械を用い、主柱支持用ジャッキ装置の下方であって、好ましくは主柱用吊り部材の下方近くの位置で行うようにした。一方、筒身１の外周に固定されたリングガータ1cは、筒身１を切断・除去する際、筒身１と一緒に縦分割して、その後、最終的に切断して撤去するのが望ましい。 Therefore, the present inventor noticed that there is almost nothing inside the barrel 1 to be disassembled, and the inside of the barrel 1 is almost hollow. That is, in the present invention, the barrel support jack device is installed inside the barrel 1 and the barrel suspension members are inserted into through holes (corresponding to the suspension hook penetration ports) provided at a plurality of locations in the circumferential direction of the barrel. The holding means installation work can be performed from the inside of the cylinder. As a result, there is no interference between the cylindrical side support point constituent member (ring gutter 1c fixed to the outer periphery of the cylindrical body 1) or the tower side support point constituent members 1a and 1b and the cylindrical body dismantling unit. did it.
(B) In the case of the conventional dismantling method B, the ring gutter 1c fixed to the outer periphery of the barrel 1 is lowered, so that the gap between the tower-side barrel support ring 1b and the outer periphery of the barrel 1 is appropriate. It becomes larger than a large gap, and the lateral stability of a relatively heavy cylinder deteriorates. Therefore, in the method of the present invention, in order to effectively stabilize the relatively heavy cylinder in the lateral direction, the ring gutter 1c fixed to the outer periphery of the cylinder 1 and the tower side on the opposite side are arranged in the middle of dismantling. The vertical displacement between the cylindrical body support ring 1b was prevented. In other words, while maintaining the structure in which the cylinder is supported by the steel tower from the surroundings, the steel tower is lowered to the ground together with the cylinder, and the lower side of the cylinder and the lower side of the main pillar are cut and removed. When doing this, the barrel cutting position and the main pillar cutting position were set to be the same. In addition, the dismantling work of the steel tower components (horizontal member 2b fixed to main pillar 2a, diagonal member 2c, and tower-side support point components 1a and 1b) is carried out using a dismantling machine installed on the ground. It is performed below the jacking device for use, preferably at a position near the lower portion of the main column suspension member. On the other hand, it is desirable that the ring garter 1c fixed to the outer periphery of the barrel 1 is longitudinally divided together with the barrel 1 when the barrel 1 is cut and removed, and then finally cut and removed. .

すなわち本発明は、以下のとおりである。
請求項１に記載の発明は、筒身を周囲から鉄塔の主柱に固定した支持点鉄骨で支持している構造をもつ鉄塔支持型構造物を解体する解体設備であって、前記筒身を切断・除去するための筒身解体ユニットは、上下延伸吊り材を昇降させる筒身支持用ジャッキ装置と、該筒身支持用ジャッキ装置を塔載しかつ前記筒身の内部であって前記筒身の基礎部材上に設置したジャッキ架台と、前記上下延伸吊り材の下端部に連結され、かつ前記筒身の下部側を保持した筒身用吊り部材と、を備え、該筒身用吊り部材は、前記筒身の内部に収まる構造をもつと共に、前記筒身の周面に向かって伸びる複数のアーム部を有し、かつ該筒身用吊り部材は、各アーム部の先端が前記筒身の周方向複数箇所に設けた貫通孔に内側から挿入される保持手段を有することを特徴とする鉄塔支持型構造物の解体設備である。 That is, the present invention is as follows.
The invention according to claim 1 is a dismantling facility for dismantling a tower-supported structure having a structure in which a cylinder is supported by a supporting point steel frame fixed from the periphery to a main pillar of a tower, The barrel dismantling unit for cutting and removing includes a barrel support jack device that lifts and lowers the vertically extending suspension material, and the barrel support jack device is mounted on the inside of the barrel. And a tubular suspension member that is connected to a lower end portion of the vertically extending suspension member and that holds the lower portion of the tubular body, the tubular suspension member comprising: And having a structure that fits inside the barrel, and having a plurality of arm portions extending toward the circumferential surface of the barrel, and the suspension member for the barrel includes a tip of each arm portion of the barrel It has holding means to be inserted from the inside into through-holes provided at multiple locations in the circumferential direction. A demolition equipment tower-supported structure characterized by.

請求項２に記載の発明は、前記鉄塔の主柱を切断・除去するための鉄塔解体ユニットは、各上下延伸吊り材を昇降させる２基の主柱支持用ジャッキ装置と、２基の主柱支持用ジャッキ装置を搭載したジャッキ架台と、各上下延伸吊り材の下端部に連結され、かつ前記主柱の下部側を保持した主柱用吊り部材と、を備え、前記主柱支持用ジャッキ装置のジャッキ架台は、前記主柱用吊り部材で前記主柱を保持するのを止めて前記主柱から荷重を受けていないとき、筒身側に向かって移動できるように、ジャッキ架台移動用固定梁に載せられていることを特徴とする請求項１に記載の鉄塔支持型構造物の解体設備である。   According to the second aspect of the present invention, the tower dismantling unit for cutting and removing the main pillar of the steel tower includes two main pillar supporting jack devices for raising and lowering each vertically extending suspension material, and two main pillars The main column supporting jack device, comprising: a jack mount on which a supporting jack device is mounted; and a main column suspension member that is connected to a lower end portion of each vertically extending suspension member and holds the lower side of the main column. The jack gantry has a fixed beam for moving the cradle so that the main pillar can be moved toward the barrel side when the main pillar is stopped by holding the main pillar and no load is received from the main pillar. The dismantling equipment for a tower-supported structure according to claim 1, wherein the dismantling equipment is mounted on the tower.

請求項３に記載の発明は、前記ジャッキ架台移動用固定梁は、所定間隔だけ隔てて配置された二つの梁で構成されかつ長さ方向端部がそれぞれ前記筒身と前記主柱の基礎部材に固定されていることを特徴とする請求項２に記載の鉄塔支持型構造物の解体設備である。
請求項４に記載の発明は、前記鉄塔解体ユニットは、さらに加えて、前記２基の主柱支持用ジャッキ装置から渡された主柱用吊り部材を緊結することで、前記主柱から荷重を受ける梁構造体を備え、該梁構造体は前記主柱から荷重を受けていないとき、筒身側に向かって移動できるように前記ジャッキ架台移動用固定梁に載せられている特徴とする請求項２又は３に記載の鉄塔支持型構造物の解体設備である。 According to a third aspect of the present invention, the fixed beam for moving the jack cradle is composed of two beams arranged at a predetermined interval, and the lengthwise ends thereof are the base members of the cylindrical body and the main column, respectively. The dismantling equipment for a tower-supported structure according to claim 2, wherein the dismantling equipment is fixed to the tower.
According to a fourth aspect of the present invention, the steel tower dismantling unit further adds a load from the main pillar by binding the main pillar suspension members passed from the two main pillar supporting jack devices. A beam structure is provided, and the beam structure is placed on the jack gantry moving fixed beam so that the beam structure can move toward a cylinder side when receiving no load from the main pillar. This is a dismantling facility for the steel tower support structure according to 2 or 3.

請求項５に記載の発明は、前記鉄塔解体ユニットは、さらに加えて、主柱用吊り部材の浮き上がり防止装置を備え、該浮き上がり防止装置は、ネジ部が上下延伸吊り材の昇降量に見合う長さだけ上端から形成されかつ下端が回転手段に接続されているネジ付きロッドと、前記ネジ部が貫通するように主柱用吊り部材の複数箇所に設けた貫通孔と、前記ネジ部に螺合されかつ主柱用吊り部材の上方に共まわり止めを設けて配置したナットと、ネジ付きロッドの下部を回転自在に受ける軸受と、ネジ付きロッドの下部に固定した軸受押さえと、を備え、前記ネジ付きロッドは、主柱支持用ジャッキ装置を搭載したジャッキ架台の下部の左右を連結すると共に前記ジャッキ架台の下方に配置された連結部材を貫通して、軸受及び軸受け押さえにより、上下方向への移動が規制されかつ回転自在とされて、前記上下延伸吊り材の昇降に伴い、前記ネジ付きロッドを回転させて前記主柱用吊り部材の上方に突出するネジ部の長さを変えること、及び前記主柱支持用ジャッキ装置に作用する荷重を検出し、検出した荷重の測定値と予め設定した閾値とを比較して荷重の測定値が閾値を超えたときに前記ネジ付きロッドの回転及び主柱支持用ジャッキ装置の動作を停止することによって、前記ネジ部に螺合したナットを介して引抜き力に抗することができることを特長とする請求項２〜４のいずれか一項に記載の鉄塔支持型構造物の解体設備である。   According to a fifth aspect of the present invention, the steel tower disassembly unit is further provided with a device for preventing the main pillar suspension member from being lifted, and the lift prevention device has a length corresponding to the lifting amount of the vertically extending suspension material. A threaded rod formed from the upper end and connected to the rotating means at the lower end, through holes provided in a plurality of positions of the main column suspension member so that the threaded portion penetrates, and screwed into the threaded portion And a nut arranged with a co-rotation stop above the main pillar suspension member, a bearing that rotatably receives the lower part of the threaded rod, and a bearing retainer fixed to the lower part of the threaded rod, The threaded rod connects the left and right sides of the lower part of the jack mount on which the main column support jack device is mounted, and passes through a connecting member disposed below the jack mount, and is used by bearings and bearing holders. Movement in the vertical direction is restricted and rotatable, and the length of the threaded portion protruding above the main pillar suspension member by rotating the threaded rod as the vertically elongated suspension material is raised and lowered. And detecting the load acting on the main column support jack device, comparing the measured value of the detected load with a preset threshold value, and when the measured value of the load exceeds the threshold value, the threaded rod 5. The pulling force can be resisted through a nut screwed into the threaded portion by stopping the rotation of the shaft and the operation of the main column supporting jack device. The dismantling equipment of the steel tower support type structure described in 1.

請求項６に記載の発明は、前記鉄塔解体ユニットは、さらに加えて、主柱間が広がり前記主柱を保持した主柱用吊り部材を介して前記主柱支持用ジャッキ装置に反筒身方向に向かう無理な力が加わるのを防止するために、前記主柱支持用ジャッキ装置の下方の、前記主柱用吊り部材の高さ位置近くに、隣接する主柱同士を連結する引張材を設けたことを特徴とする請求項２〜５のいずれか一項に記載の鉄塔支持型構造物の解体設備である。   According to a sixth aspect of the present invention, the steel tower disassembly unit further includes a main column supporting jack device that extends between the main columns and holds the main columns, and is opposite to the main column supporting jack device. In order to prevent an excessive force from being applied to the main column, a tension member for connecting adjacent main columns is provided near the height position of the main column suspension member below the main column support jack device. The dismantling equipment for a tower-supported structure according to any one of claims 2 to 5, wherein

請求項７に記載の発明は、筒身を周囲から鉄塔の主柱に固定した支持点鉄骨で支持している構造をもつ鉄塔支持型構造物を解体する解体方法であって、請求項１〜６のいずれか一項に記載の鉄塔支持型構造物の解体設備を用い、前記筒身を周囲から前記支持点鉄骨で支持している構造のまま、前記筒身と一緒に前記鉄塔を地上近くにまで下降させた後、前記主柱に固定されたトラス構造の支持点鉄骨及び該支持点鉄骨に固定された筒身支持リングを含む鉄塔構成部材の解体作業を地上に設置した解体用機械を用いて行なうと共に、筒身の下部側と主柱の下部側を切断・除去する際、筒身切断位置と主柱切断位置を同じに設定したことを特徴とする鉄塔支持型構造物の解体方法である。   The invention according to claim 7 is a dismantling method for disassembling a tower-supported structure having a structure in which a cylindrical body is supported by a supporting point steel frame fixed to the main pillar of the tower from the surroundings. The dismantling equipment for a tower-supported structure according to any one of claims 6 to 6, wherein the tower is close to the ground together with the cylinder while maintaining the structure in which the cylinder is supported by the supporting point steel frame from the surroundings. A dismantling machine installed on the ground for dismantling the steel tower component including the supporting point steel frame of the truss structure fixed to the main pillar and the cylindrical support ring fixed to the supporting point steel frame A method for dismantling a tower-supported structure characterized in that, when cutting and removing the lower side of the cylinder and the lower side of the main pillar, the cylindrical cutting position and the main pillar cutting position are set to be the same. It is.

本発明にかかる解体設備によれば、筒身の内部がほぼ空洞であることを利用し、筒身支持用ジャッキ装置を搭載したジャッキ架台を、筒身の内部であって筒身の基礎部材上に設置すると共に、筒身用吊り部材が筒身の周方向複数箇所に設けた貫通孔に内側から挿入される保持手段を有する。したがって、筒身側の支持点構成部材あるいは鉄塔側の支持点構成部材と、筒身を切断・除去するために用いる筒身解体ユニットとの干渉が生じないようにできると共に、解体途中で、筒身の外周に固定されたリングガータと、対向配置される鉄塔側の筒身支持リングとの間に上下方向のずれが生じない発明法が実現できる。これにより、解体途中で、鉄塔側の筒身支持リングと筒身の外周面との間の隙間が適切な隙間に維持できるようになるから、比較的重い筒身の横方向の安定化を図るため、筒身の外周面と接触して筒身を支持するガイドローラを新たに鉄塔側に設ける必要がなく、しかも、筒身を周囲から支持点鉄骨で支持している構造のまま、筒身と一緒に鉄塔を地上近くにまで下降させた後、筒身及び鉄塔の解体作業を行なうことができる。よって、本発明によれば、鉄塔を高所で解体する解体作業をなくすことができ、より安全に解体作業が行える。   According to the dismantling equipment according to the present invention, the fact that the inside of the cylinder body is substantially hollow, the jack mount on which the cylinder body supporting jack device is mounted is provided inside the cylinder body on the base member of the cylinder body. And a holding means for inserting the tubular suspension member into the through holes provided at a plurality of locations in the circumferential direction of the tubular body from the inside. Therefore, it is possible to prevent interference between the supporting point constituent member on the barrel side or the supporting point constituent member on the steel tower side and the cylindrical body dismantling unit used for cutting and removing the cylindrical body. An invention method can be realized in which no vertical displacement occurs between a ring gutter fixed to the outer periphery of the body and a cylindrical support ring on the steel tower side that is arranged oppositely. As a result, since the gap between the tower support ring on the pylon side and the outer peripheral surface of the cylinder can be maintained at an appropriate gap during dismantling, the lateral direction of the relatively heavy cylinder is stabilized. Therefore, there is no need to provide a new guide roller on the pylon side to contact the outer peripheral surface of the cylinder and to support the cylinder, and the cylinder remains in a structure in which the cylinder is supported by the supporting point steel frame from the surroundings. After the steel tower is lowered to near the ground together, the cylinder and the steel tower can be dismantled. Therefore, according to the present invention, the dismantling work for dismantling the steel tower at a high place can be eliminated, and the dismantling work can be performed more safely.

本発明にかかる鉄塔支持型構造物の解体設備と、その解体方法を示す正面図であって、（ａ）は、解体作業前の状態を示す図、（ｂ）は、解体作業途中の状態を示す図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a front view which shows the dismantling equipment of the steel tower support type structure concerning this invention, and its dismantling method, (a) is a figure which shows the state before dismantling work, (b) is the state in the middle of dismantling work FIG. （ａ）は、本発明の実施の形態にかかる筒身解体ユニットの構成と、筒身の解体作業を説明する正面図であって、（ｂ）は、（ａ）のＸ１−Ｘ１断面図である。(A) is a front view explaining the structure of the cylinder body disassembly unit concerning embodiment of this invention, and a cylinder body disassembly work, (b) is X1-X1 sectional drawing of (a). is there. （ａ）は、本発明に用いて好適な主柱支持用ジャッキ装置を搭載したジャッキ架台を示す斜視図である。(A) is a perspective view which shows the jack mount frame which mounts the jack apparatus for main pillar support suitable for this invention. （ａ）は、本発明に用いて好適な主柱用吊り部材の構造と、それを用いた鉄塔の主柱の切断・除去作業を説明する側面図、（ｂ）は主柱用吊り部材に設けた一例の保持手段を示す、（ａ）のＸ２−Ｘ２断面図である。(A) is a side view for explaining the structure of a main pillar suspension member suitable for use in the present invention and the cutting / removing operation of the main pillar of a steel tower using the structure, and (b) is a main pillar suspension member. It is X2-X2 sectional drawing of (a) which shows the provided holding means of an example. 本発明に用いて好適な主柱用吊り部材の浮き上がり防止装置の要部を示す縦断面図である。It is a longitudinal cross-sectional view which shows the principal part of the lifting prevention apparatus of the main pole suspension member suitable for this invention. （ａ）は、鉄塔支持型構造物の構造を示す正面図であって、（ｂ）は、（ａ）のＸ３−Ｘ３断面図である。(A) is a front view which shows the structure of a steel tower support type structure, (b) is X3-X3 sectional drawing of (a). 従来の鉄塔支持型構造物の解体作業を説明する正面図であって、（ａ）は、解体作業前、（ｂ）は、解体途中の状態を示す図である。It is a front view explaining the dismantling operation | work of the conventional steel tower support type structure, Comprising: (a) is a figure before dismantling work, (b) is a figure which shows the state in the middle of dismantling.

以下、図面を参照しつつ、本発明にかかる鉄塔支持型構造物の解体設備とその解体方法について説明する。
本発明にかかる鉄塔支持型構造物の解体設備は、筒身１を切断・除去するための筒身解体ユニットと、鉄塔２の主柱2aを切断・除去するための鉄塔解体ユニットを具備する。まず、筒身１を切断・除去するための筒身解体ユニットについて述べる。
（筒身解体ユニットの構成）
本発明の実施の形態にかかる筒身解体ユニットは、図1（ａ）、（ｂ）、図２（ａ）、（ｂ）に示したように、上下方向に伸びる上下延伸吊り材４を昇降させる筒身支持用ジャッキ装置３と、該筒身支持用ジャッキ装置３を塔載して筒身１の内部の基礎部材23上に設置したジャッキ架台3aと、上下延伸吊り材４の下端部に連結され、かつ筒身１の下部側を保持した筒身用吊り部材５と、筒身用吊り部材５の下方の筒身切断位置にて筒身１を切断する切断手段（図示せず）と、を備える。なお、筒身１を切断する切断手段としては、ガス切断トーチあるいはプラズマアーク切断トーチを用いることができる。 Hereinafter, a dismantling facility for a tower-supported structure and a disassembling method thereof according to the present invention will be described with reference to the drawings.
The dismantling equipment for a tower-supporting structure according to the present invention includes a cylinder dismantling unit for cutting and removing the cylinder 1 and a steel tower dismantling unit for cutting and removing the main pillar 2a of the tower 2. First, a cylinder dismantling unit for cutting and removing the cylinder 1 will be described.
(Structure of cylinder dismantling unit)
As shown in FIGS. 1 (a), 1 (b), 2 (a), and 2 (b), the barrel dismantling unit according to the embodiment of the present invention moves up and down the vertically extending suspension material 4 extending in the vertical direction. A barrel support jack device 3 to be mounted, a jack mount 3a mounted on the base member 23 inside the barrel 1 with the barrel support jack device 3 mounted thereon, and a lower end portion of the vertically extending suspension member 4 A tubular suspension member 5 which is connected and holds the lower side of the tubular body 1, and a cutting means (not shown) for cutting the tubular body 1 at a tubular cutting position below the tubular suspension member 5. . A gas cutting torch or a plasma arc cutting torch can be used as a cutting means for cutting the cylinder 1.

この筒身解体ユニットでは、図２（ａ）、（ｂ）に示したように、筒身１の内部に筒身支持用ジャッキ装置３を一基、筒身１の中心に上下延伸吊り材４の中心を一致させて筒身１の内部にジャッキ装置を設置した。この場合、筒身用吊り部材５の中央に上下に貫通する貫通孔を設けておき、筒身用吊り部材５の中央に上下延伸吊り材４の下端部を通した後、上下延伸吊り材４の下端部と筒身用吊り部材５の中央とを連結する。したがって、筒身用吊り部材５の中央から筒身用吊り部材５の各アーム部先端までの長さＬは、筒身１の中心から各アーム部先端までの長さと同じとなる。ただし、本発明では、筒身１の内部に設置するジャッキ装置３の数は複数とすることもできる。   In this tubular body dismantling unit, as shown in FIGS. 2 (a) and 2 (b), one tubular support jack device 3 is provided inside the tubular body 1, and a vertically extending suspension member 4 is provided at the center of the tubular body 1. The jack device was installed inside the barrel 1 with the centers of the same. In this case, a through-hole penetrating vertically is provided in the center of the tubular suspension member 5 and the lower end of the vertically extending suspension member 4 is passed through the center of the tubular suspension member 5, and then the vertically elongated suspension member 4. Are connected to the center of the tubular suspension member 5. Therefore, the length L from the center of the barrel suspension member 5 to the tip of each arm portion of the barrel suspension member 5 is the same as the length from the center of the barrel 1 to the tip of each arm portion. However, in the present invention, the number of jack devices 3 installed inside the barrel 1 may be plural.

筒身１の内部にジャッキ装置を複数基、設置する場合には、各上下延伸吊り材４の下端部に連結した筒身用吊り部材５の中央が筒身１の中心に来るように、筒身１の内部に複数基のジャッキ装置を均等配置する。すなわち、筒身用吊り部材５の中央から半径方向に同じ距離だけ離れた位置に上下に貫通する貫通孔を設け、複数基のジャッキ装置の各上下延伸吊り材４の下端部を前記した貫通孔に通し、各上下延伸吊り材４の下端部と、筒身用吊り部材５とを連結する。なお、ジャッキ装置を均等配置するとは、各上下延伸吊り材４の中心が筒身１の中心から同じ距離だけ離れた位置に配置することであり、筒身用吊り部材５の中央から筒身用吊り部材５の各アーム部先端までの長さＬは、筒身１の中心から各アーム部先端までの長さと同じとなる。   When a plurality of jack devices are installed inside the cylinder 1, the cylinder is so that the center of the cylinder suspension member 5 connected to the lower end of each vertically extending suspension member 4 is at the center of the cylinder 1. A plurality of jack devices are equally arranged inside the body 1. That is, a through-hole penetrating vertically is provided at a position separated from the center of the tubular suspension member 5 in the radial direction by the same distance, and the lower end portion of each vertically extending suspension member 4 of the plurality of jack devices is the above-described through-hole. The lower end portion of each vertically extending suspension member 4 and the tubular suspension member 5 are connected to each other. In addition, to arrange the jack devices evenly means that the centers of the vertically extending suspension members 4 are disposed at the same distance from the center of the tubular body 1, and are used for the tubular body from the center of the tubular suspension member 5. The length L of the suspension member 5 to the tip of each arm part is the same as the length from the center of the barrel 1 to the tip of each arm part.

また、後述するように、筒身用吊り部材５の中央から各アーム部先端までの長さＬが可変とされ、筒身用吊り部材５が筒身１の内部に収まる構造をもつ。この構造により、筒身用吊り部材５で筒身１の下部側を保持することができる。すなわち、筒身１の下部側を保持する保持手段は、複数のアーム部を有する筒身用吊り部材５と、筒身１の所定高さ位置の周方向複数箇所に設けた貫通孔とで構成される。
（筒身用吊り部材５の構造とその作用）
筒身支持用ジャッキ装置３を一基とし、上下延伸吊り材４の中心を筒身１の中心に一致させて筒身１の内部にジャッキ装置を設置した場合につき、筒身用吊り部材５が筒身1の内部に収まることを説明する（図２（ａ）、（ｂ）参照）。 In addition, as will be described later, the length L from the center of the tubular suspension member 5 to the tip of each arm portion is variable, and the tubular suspension member 5 has a structure that fits inside the tubular body 1. With this structure, the lower side of the barrel 1 can be held by the barrel suspension member 5. That is, the holding means for holding the lower side of the barrel 1 is constituted by a barrel suspension member 5 having a plurality of arm portions and through holes provided at a plurality of circumferential positions at a predetermined height position of the barrel 1. Is done.
(Structure and action of the tubular member 5)
When the jack device 3 is installed inside the barrel 1 with the barrel support jack device 3 as one unit and the center of the vertically extending suspension member 4 aligned with the center of the barrel 1, the barrel suspension member 5 is It will be described that it fits inside the cylinder 1 (see FIGS. 2A and 2B).

この実施の形態では、上下延伸吊り材４はステップロッドとし、筒身用吊り部材５の形状は十字状とし、アーム部の数を4つとした。また、上下方向に伸びるステップロッド４の下端部に筒身用吊り部材５がナットで連結されている。ただし、筒身用吊り部材５の形状は十字状に限定されず、放射状とすることができ、アーム部の数は複数とする。
図２（ｂ）中、筒身用吊り部材５の中央（筒身１の中心に一致）から各アーム部先端までの長さＬは、筒身１の内径の1/2未満から、長さＬの変化量が筒身１の壁厚寸法以上となるまでの範囲で可変とされている。例えば、各アーム部は、閂部材６が中空部材に出し入れ自在に装着されている構造をもつ。これにより、閂部材６を中空部材内に入れる（筒身１の中心に近づける）と、筒身用吊り部材５の中央から各アーム部先端までの長さＬが短くなる。この長さＬが筒身１の内径の1/2未満まで変えられるから、筒身用吊り部材５が筒身1の内部に収まる。 In this embodiment, the vertically extending suspension member 4 is a step rod, the shape of the tubular suspension member 5 is a cross shape, and the number of arm portions is four. Moreover, the cylinder suspension member 5 is connected to the lower end portion of the step rod 4 extending in the vertical direction by a nut. However, the shape of the tubular suspension member 5 is not limited to a cross shape, but can be a radial shape, and the number of arm portions is plural.
In FIG. 2B, the length L from the center of the barrel suspension member 5 (coincident with the center of the barrel 1) to the tip of each arm portion is less than 1/2 of the inner diameter of the barrel 1 The amount of change of L is variable in a range until the wall thickness dimension of the cylindrical body 1 becomes equal to or larger than the wall thickness dimension. For example, each arm portion has a structure in which the eaves member 6 is detachably attached to the hollow member. Thereby, when the eaves member 6 is put into the hollow member (closer to the center of the barrel 1), the length L from the center of the barrel suspension member 5 to the tip of each arm portion becomes shorter. Since the length L can be changed to less than ½ of the inner diameter of the barrel 1, the barrel suspension member 5 is accommodated in the barrel 1.

ここで、筒身用吊り部材５は、筒身１の周面に向かって伸びる複数のアーム部を有し、筒身用吊り部材５の各アーム部の先端が、筒身１の所定高さ位置の周方向複数箇所に設けた貫通孔に内側から挿入される保持手段とされている。このような筒身用吊り部材５によって、筒身１の下部側を保持することができることを説明する。筒身用吊り部材５は、閂部材６を中空部材内から引き出す（筒身１の中心から離す）と、筒身用吊り部材５の中央（筒身１の中心に一致）から各アーム部先端までの長さＬが長くなり、長さＬは、筒身１の内径の1/2未満から、長さＬの変化量が筒身１の壁厚寸法以上となるまでの範囲で可変とされているから、引き出した閂部材６を貫通孔6aに挿入することができる。次いで、筒身支持用ジャッキ装置３で上下延伸吊り材４を若干上昇させることによって、筒身用吊り部材５で筒身１の下部側を保持することができる。この保持状態で、筒身用吊り部材５の下方に設定した筒身切断位置で筒身１を所定の高さ分だけ切断し、縦分割して筒身１の解体片７を除去した様子を図２（ａ）に示した。   Here, the tubular suspension member 5 has a plurality of arm portions extending toward the peripheral surface of the tubular body 1, and the tip of each arm portion of the tubular suspension member 5 has a predetermined height of the tubular body 1. The holding means is inserted from the inside into through holes provided at a plurality of positions in the circumferential direction. It will be described that the lower side of the barrel 1 can be held by such a barrel suspension member 5. The tubular suspension member 5 pulls the collar member 6 out of the hollow member (away from the center of the tubular body 1), and the end of each arm from the center of the tubular suspension member 5 (matches the center of the tubular body 1). The length L is increased, and the length L is variable in the range from less than 1/2 of the inner diameter of the barrel 1 to the amount of change in the length L equal to or greater than the wall thickness dimension of the barrel 1. Therefore, the pulled out collar member 6 can be inserted into the through hole 6a. Next, by lifting the vertically extending suspension member 4 slightly with the barrel support jack device 3, the lower side of the barrel 1 can be held with the suspension member 5 for the barrel. In this holding state, a state in which the barrel 1 is cut by a predetermined height at a barrel cutting position set below the barrel suspension member 5 and vertically disassembled to remove the dismantling piece 7 of the barrel 1 is shown. This is shown in FIG.

筒身１の所定高さ位置の周方向複数箇所には、貫通孔6aを筒身用吊り部材５のアーム部の数だけ、予め形成しておく。アーム部の数を４つとし、筒身用吊り部材５の形状を十字状とした場合、貫通孔6aを筒身１の周方向に９０度間隔で設ける。
（筒身支持用ジャッキ装置３の構造と動作）
筒身支持用ジャッキ装置３には、ステップロッド４を一ステップごとに昇降させることができるステップロッド貫通型のジャッキ装置を用いるのが望ましい。上下方向に伸びるステップロッド４には、ロッド長さ方向に等間隔にクサビ状の凹部が形成されている。この実施の形態にかかる筒身解体ユニットでは、上下方向に伸びるステップロッド４をジャッキ装置により、昇降させる上下延伸吊り材４としたが、本発明はこれに限定されない。ステップロッド４に代えてワイヤあるいはネジ式ロッドなどを上下延伸吊り材４とすることができる。なお、筒身支持用ジャッキ装置３および後述する主柱支持用ジャッキ装置８はそれぞれ油圧ユニット（図示せず）を介して制御装置18に接続されている（図１（ａ）、（ｂ）参照）。
（筒身支持用ジャッキ装置３を搭載したジャッキ架台3aの構造）
筒身支持用ジャッキ装置３を一基搭載したジャッキ架台3aは、一体の十字状の架台梁と、４本の架台柱と、４本の水平部材とからなる（図２（ａ）、（ｂ）参照）。４本の架台柱は、その上端部が十字状の架台梁の４隅に固定され、下端が基礎部材23と接触している。また、隣接する架台柱の上部には水平部材が固定されている。 Through holes 6a are formed in advance at a plurality of positions in the circumferential direction at predetermined height positions of the barrel 1 by the number of arm portions of the barrel suspension member 5. When the number of arm portions is four and the shape of the tubular suspension member 5 is a cross shape, the through holes 6a are provided in the circumferential direction of the tubular body 1 at intervals of 90 degrees.
(Structure and operation of the barrel support jack device 3)
It is desirable to use a step rod penetrating jack device capable of moving the step rod 4 up and down step by step as the barrel supporting jack device 3. The step rod 4 extending in the vertical direction has wedge-shaped recesses formed at equal intervals in the rod length direction. In the cylindrical body disassembling unit according to this embodiment, the step rod 4 extending in the vertical direction is the vertically extending suspension member 4 that is lifted and lowered by the jack device, but the present invention is not limited to this. Instead of the step rod 4, a wire or a screw rod can be used as the vertically extending suspension material 4. The barrel support jack device 3 and the main column support jack device 8 described later are connected to the control device 18 via hydraulic units (not shown), respectively (see FIGS. 1A and 1B). ).
(The structure of the jack mount 3a equipped with the barrel support jack device 3)
A jack cradle 3a on which one barrel support jack device 3 is mounted includes an integral cross-shaped gantry beam, four gantry pillars, and four horizontal members (FIGS. 2A and 2B). )reference). The four gantry columns have upper ends fixed to the four corners of the cross-shaped gantry beam and lower ends in contact with the foundation member 23. Moreover, the horizontal member is being fixed to the upper part of the adjacent mount pillar.

この４本の架台柱の高さは、十字状の架台梁の下方に上下延伸吊り材４を吊り下げて、さらに筒身用吊り部材５の下方に、筒身１の下部側を所定の高さ分だけ切断する切断位置を設定できるようにしてある。図２（ａ）中、ｈ１は、筒身１の解体片高さを示す。十字状の架台梁の中央部には、上下延伸吊り材４の直径よりも内径が大きい貫通孔を設けてある。そして、筒身支持用ジャッキ装置３は、十字状の架台梁の中央部に固定されている。 The heights of the four gantry pillars are such that the vertically extending suspension member 4 is suspended below the cross-shaped gantry beam, and further, the lower side of the cylinder 1 is set to a predetermined height below the cylinder suspension member 5. The cutting position for cutting by that amount can be set. In FIG. 2A, h 1 indicates the dismantling piece height of the barrel 1. A through hole having an inner diameter larger than the diameter of the vertically extending suspension member 4 is provided at the center of the cross-shaped frame beam. And the cylinder support jack apparatus 3 is being fixed to the center part of the cross-shaped mount beam.

このようなジャッキ架台3aとすることが、筒身支持用ジャッキ装置３を一基搭載して、筒身１の荷重に耐えることができ、かつ構造が簡単である架台を筒身１の内部に構築することができるので好ましい。なお、筒身解体ユニットは、筒身１の下部にある煙道開口から各部分を搬入して構築する。
以上説明した筒身解体ユニットによれば、以下の工程により、筒身１を切断・除去することができる。事前に、筒身支持用ジャッキ装置３を貫通する上下延伸吊り材４の下端部に、筒身用吊り部材５を連結し、筒身用吊り部材５の中央から各アーム部先端までの長さＬを短くして筒身1の内部に収めておく。
（i）まず、上下延伸吊り材４の下端部に連結した筒身用吊り部材５の閂部材６を、筒身１の所定高さ位置に予め設けた貫通孔6aに筒身１の内側から挿入する。次いで、保持工程では、ジャッキアップにより、上下延伸吊り材４を若干上昇させて、筒身１の下端を基礎部材23から少し浮き上がらせ、筒身用吊り部材５で筒身１の下部側を保持する。この保持状態で、設定された筒身切断位置で筒身１を切断し、縦分割して筒身１の解体片７を除去する（切断・除去工程ともいう、図２（ａ）参照）。筒身１の解体片７を除去するのは、筒身１の切断箇所の下方を空けるためである。
(ii) 保持工程に続く、保持開放工程では、ジャッキダウンにより、上下延伸吊り材４を下降させて、筒身１の下端を筒身１の基礎部材23で受けた後、貫通孔6aに挿入した閂部材６を抜き、筒身用吊り部材５を筒身1の内部に収めた状態とする。これにより、筒身用吊り部材５での筒身１の保持をやめる。
(iii)その後、次の切断・除去工程を行なう場合、筒身１の下端を筒身１の基礎部材23で受けた状態で、筒身１の所定高さ位置に貫通孔6aを設ける。ジャッキアップにより、上下延伸吊り材４を上昇させて、筒身１の所定高さ位置に予め設けた貫通孔6aに閂部材６を筒身1の内側から挿入する。次いで、保持工程では、ジャッキアップにより、上下延伸吊り材４を若干上昇させて、筒身１の下端を基礎部材23から少し浮き上がらせ、筒身用吊り部材５で筒身１の下部側を保持する。この保持状態で、設定された筒身切断位置で筒身１を切断し、縦分割して筒身１の解体片７を除去する（次の切断・除去工程）。上記（ｉ）〜(iii)を繰り返すことで、筒身１の解体作業が終了する。 Such a jack cradle 3a is provided with a single barrel support jack device 3 that can withstand the load of the barrel 1 and has a simple structure inside the barrel 1. It is preferable because it can be constructed. The barrel dismantling unit is constructed by carrying each part from the flue opening at the bottom of the barrel 1.
According to the barrel disassembly unit described above, the barrel 1 can be cut and removed by the following steps. In advance, the tubular suspension member 5 is connected to the lower end of the vertically extending suspension member 4 penetrating the tubular body supporting jack device 3, and the length from the center of the tubular suspension member 5 to the tip of each arm portion. L is shortened and stored in the cylinder 1.
(I) First, the flange member 6 of the tubular suspension member 5 connected to the lower end of the vertically extending suspension member 4 is inserted into the through-hole 6a provided in advance at a predetermined height position of the tubular body 1 from the inside of the tubular body 1. insert. Next, in the holding step, the vertically extending suspension material 4 is slightly raised by jacking up so that the lower end of the tubular body 1 is slightly lifted from the base member 23, and the tubular body suspension member 5 holds the lower side of the tubular body 1. To do. In this holding state, the barrel 1 is cut at the set barrel cutting position, and is vertically divided to remove the dismantling piece 7 of the barrel 1 (also referred to as a cutting / removing step, see FIG. 2A). The reason why the dismantling piece 7 of the barrel 1 is removed is to make a space below the cut portion of the barrel 1.
(ii) In the holding and releasing process following the holding process, the vertically extending suspension member 4 is lowered by jacking down, and the lower end of the cylinder 1 is received by the base member 23 of the cylinder 1 and then inserted into the through hole 6a. The heel member 6 that has been removed is removed, and the tubular suspension member 5 is placed in the tubular body 1. Thereby, holding | maintenance of the cylinder 1 in the suspension member 5 for cylinders is stopped.
(iii) Thereafter, when the next cutting / removing step is performed, a through hole 6a is provided at a predetermined height position of the barrel 1 with the lower end of the barrel 1 received by the base member 23 of the barrel 1. The up-and-down extending suspension member 4 is raised by jacking up, and the eaves member 6 is inserted into the through-hole 6 a provided in advance at a predetermined height position of the cylinder 1 from the inside of the cylinder 1. Next, in the holding step, the vertically extending suspension material 4 is slightly raised by jacking up so that the lower end of the tubular body 1 is slightly lifted from the base member 23, and the tubular body suspension member 5 holds the lower side of the tubular body 1. To do. In this holding state, the barrel 1 is cut at the set barrel cutting position, and is vertically divided to remove the dismantling pieces 7 of the barrel 1 (next cutting / removing step). By repeating the above (i) to (iii), the dismantling work of the barrel 1 is completed.

上記した筒身切断位置は、解体片高さｈ１に相当する筒身１が得られるよう、筒身用吊り部材５の下方に予め設定される。なお、上記(ii)で説明した保持開放工程でのジャッキダウン量が、解体片高さｈ１に相当する（図２（ａ）参照）。
一方、鉄塔２の主柱2aを切断・除去するための鉄塔解体ユニットは、以下のように構成するのが好適である。
（鉄塔解体ユニットの構造）
鉄塔解体ユニットは、図１（ａ）、（ｂ）及び図３、図４（ａ）、（ｂ）に示したように、主柱2aを挟んで配置された各上下延伸吊り材９を昇降させる２基の主柱支持用ジャッキ装置８と、２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aと、上下延伸吊り材９の下端部に連結され、かつ主柱2aの下部側を保持した主柱用吊り部材10と、主柱用吊り部材10の下方の主柱切断位置にて主柱2aを切断する切断手段（図示せず）と、を備える。上下延伸吊り材９としては、ステップロッドとするのが好適であり、主柱支持用ジャッキ装置８は、ステップロッド貫通型のジャッキ装置を用いるのが望ましい。 Cylindrical body cutting position described above, so that the cylindrical body 1 corresponding to dismantle piece height h 1 is obtained, it is preset below the hanging tubular body member 5. Incidentally, the jack-down amount of the holding opening step described above (ii) corresponds to the dismantling pieces height h 1 (see FIG. 2 (a)).
On the other hand, the steel tower dismantling unit for cutting and removing the main pillar 2a of the steel tower 2 is preferably configured as follows.
(Structure of steel tower dismantling unit)
As shown in FIGS. 1 (a), 1 (b) and 3, 4 (a), (b), the steel tower dismantling unit moves up and down each vertically extending suspension material 9 arranged across the main pillar 2a. The two main column supporting jack devices 8 to be connected, the jack mount 8a on which the two main column supporting jack devices 8 are mounted, and the lower side of the main column 2a are connected to the lower ends of the vertically extending suspension members 9. And a main column suspension member 10 holding the main column suspension member 10 and a cutting means (not shown) for cutting the main column 2a at the main column cutting position below the main column suspension member 10. As the vertically extending suspension member 9, it is preferable to use a step rod, and it is desirable to use a step rod penetrating jack device as the main column supporting jack device 8.

また、主柱2aを切断する切断手段としては、例えばガス切断トーチあるいは回転切断デスクなどを用いることができる。２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aは、主柱用吊り部材10で主柱2aを保持するのを止めて主柱2aから荷重を受けていないとき、筒身側に向かって移動できるようにジャッキ架台移動用固定梁13に載せられている（図３参照）。ジャッキ架台8aを載せたジャッキ架台移動用固定梁13は、所定間隔だけ隔てて配置された二つの梁で構成されかつ長さ方向端部がそれぞれ筒身１と主柱2aの基礎部材23,24に固定されている。このようにするのが、既設の基礎部材23,24を用いて、鉄塔支持型構造物の構造上、鉄塔２の上部の箇所になるほど、主柱用吊り部材10で保持する主柱2aの箇所が、筒身側に近づくので、これに対応することができるジャッキ架台移動用固定梁13を構築することができるので好ましい（図４（ａ）参照）。
（梁構造体12の構造とその動作）
鉄塔解体ユニットは、さらに加えて、２基の主柱支持用ジャッキ装置８から渡された主柱用吊り部材10を緊結することで、主柱2aから荷重を受ける梁構造体12を備え、梁構造体12は主柱から荷重を受けていないとき、筒身側に向かって移動できるようにジャッキ架台移動用固定梁13に載せられている。 Further, as a cutting means for cutting the main pillar 2a, for example, a gas cutting torch or a rotary cutting desk can be used. The jack mount 8a equipped with the two main column supporting jack devices 8 stops the holding of the main column 2a by the main column suspension member 10 and receives no load from the main column 2a. It is placed on a jack gantry moving fixed beam 13 so that it can move toward it (see FIG. 3). The fixed beam 13 for moving the jack mount, on which the jack mount 8a is mounted, is composed of two beams arranged at a predetermined interval, and the lengthwise ends thereof are the base members 23, 24 of the cylinder 1 and the main column 2a, respectively. It is fixed to. In this way, using the existing base members 23 and 24, the location of the main column 2a held by the main column suspension member 10 is increased as the location of the upper portion of the tower 2 becomes higher in the structure of the tower support structure. However, since it approaches the cylinder side, it is preferable because the fixed beam 13 for moving the jack cradle can be constructed (see FIG. 4A).
(Structure of beam structure 12 and its operation)
The steel tower dismantling unit further includes a beam structure 12 that receives a load from the main column 2a by connecting the main column suspension members 10 passed from the two main column support jack devices 8 to each other. The structure 12 is placed on the jack gantry moving fixed beam 13 so that the structure 12 can move toward the cylinder side when receiving no load from the main pillar.

このような梁構造体12を具備することで、２基の主柱支持用ジャッキ装置８から渡された主柱用吊り部材10を介して主柱2aから荷重を受けることで、２基の主柱支持用ジャッキ装置８には、主柱2aから荷重がかからないようにできる。
２基の主柱支持用ジャッキ装置８から渡された主柱用吊り部材10を介して、梁構造体12で主柱2aから荷重を受けることを、ここでは「荷重盛り替え」という。すなわち、「荷重盛り替え」により、２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aには主柱2aから荷重がかからないようにでき、主柱2aから荷重を受けていない２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aを、筒身側に向かって移動させる。 By having such a beam structure 12, two main units are received by receiving a load from the main column 2 a via the main column suspension members 10 passed from the two main column support jack devices 8. The column supporting jack device 8 can be prevented from being loaded from the main column 2a.
In this case, receiving the load from the main column 2a by the beam structure 12 through the main column suspension members 10 passed from the two main column support jack devices 8 is referred to as "load change". That is, by “load changing”, the jack mount 8a on which the two main column supporting jack devices 8 are mounted can be prevented from being subjected to the load from the main column 2a, and the two units not receiving the load from the main column 2a can be prevented. The jack mount 8a on which the main column supporting jack device 8 is mounted is moved toward the cylinder side.

一方、２基の主柱支持用ジャッキ装置８により、主柱用吊り部材10を介して主柱2aから荷重を受けているときに、主柱2aから荷重を受けていない梁構造体12を筒身側に向かって移動できる。
ここで、梁構造体12は、所定間隔だけ隔てて左右に配置され、主柱用吊り部材10を載せた後、主柱用吊り部材10を緊結することができる二つの梁12aを有する。この所定間隔だけ隔てて左右に配置された二つの梁12aは、筒身側の端部、反筒身側の端部がそれぞれ横方向に長い所定長さの2つの梁12bと連結され、梁構造体12が構成されている（図３、図４（ａ）、（ｂ）、図５参照）。 On the other hand, when the load is received from the main column 2a via the main column suspension member 10 by the two main column support jack devices 8, the beam structure 12 not receiving the load from the main column 2a is tubed. Can move toward the body.
Here, the beam structure 12 has two beams 12a that are arranged on the left and right sides with a predetermined interval therebetween and that can be fastened to the main column suspension member 10 after the main column suspension member 10 is placed thereon. The two beams 12a arranged on the left and right sides separated by a predetermined distance are connected to two beams 12b each having a predetermined length that is long in the lateral direction at the end on the cylinder side and the end on the anti-cylinder side. The structure 12 is configured (see FIGS. 3, 4A, 4B, and 5).

横方向に長い2つの梁12bの所定長さは、ジャッキ架台移動用固定梁13上に横方向端部を載せることができる長さとする。この横方向に長い2つの梁12bの横方向端部に、例えば、移動した時に有効となる複数のローラを設けるのが望ましい。この2つの梁12bの横方向端部に設けた複数のローラによれば、「荷重盛り替え」により、主柱2aから荷重を受けていない梁構造体12を筒身方向に移動するとき、複数のローラが有効となるから、梁構造体12がジャッキ架台移動用固定梁13上を円滑に移動することができる。主柱2aから荷重を受けていない梁構造体12を、筒身方向に移動する駆動手段としては、駆動モータ、油圧シリンダなどを用いるのが、梁構造体12を容易に移動させることができるので好ましい。主柱2aから荷重を受けていない梁構造体12を、筒身側に向かって移動する理由は、本発明法では、筒身１と一緒に鉄塔２を下降させて、主柱切断位置で主柱2aの下部側を切断・除去することを繰り返すため、鉄塔２の上部の箇所になるほど、主柱用吊り部材10を緊結する位置が筒身側に近づくので、これに対応するためである（図４（ａ）参照）。   The predetermined length of the two beams 12b that are long in the horizontal direction is a length that allows the end in the horizontal direction to be placed on the fixed beam 13 for moving the jack rack. It is desirable to provide, for example, a plurality of rollers that are effective when moved at the lateral ends of the two beams 12b that are long in the lateral direction. According to the plurality of rollers provided at the lateral ends of the two beams 12b, when moving the beam structure 12 not receiving a load from the main pillar 2a in the cylinder direction by "load change", a plurality of rollers Since this roller becomes effective, the beam structure 12 can smoothly move on the fixed beam 13 for moving the jack rack. As the drive means for moving the beam structure 12 that is not receiving a load from the main column 2a in the cylinder direction, a drive motor, a hydraulic cylinder, or the like can be used to move the beam structure 12 easily. preferable. The reason why the beam structure 12 not receiving a load from the main pillar 2a is moved toward the cylinder side is that the steel tower 2 is lowered together with the cylinder 1 in the method of the present invention, and the main structure is cut at the main column cutting position. In order to repeat cutting / removing the lower side of the pillar 2a, the position where the main pillar suspension member 10 is fastened closer to the barrel side as the location of the upper part of the tower 2 is increased. (See FIG. 4 (a)).

上記した主柱切断位置は、図４（ａ）に示すように、解体片高さｈ２に相当する主柱2aが得られるよう、主柱用吊り部材10の下方に予め設定される。なお、以下に説明する保持開放工程でのジャッキダウン量が、解体片高さｈ２に相当する（参照）。
ここで、予め設定した主柱切断位置で主柱2aを切断するには、次に説明する主柱用吊り部材10を少なくとも２つ用意する。そして、主柱2aの下部側を保持する保持手段として、主柱用吊り部材10と、主柱2aの所定高さ位置の周面に、主柱用吊り部材10を外側から挿入する貫通孔10a、10a’を予め設ける。
（主柱用吊り部材10の構造とその作用）
主柱用吊り部材10は、図４（ａ）、（ｂ）に示したように、上下方向に対して直角な横方向に長い部材、例えば、形鋼などを用いることができる。横方向に長い部材の長さ方向両端部に設けた貫通孔に上下延伸吊り材９の下端部を通し、上下延伸吊り材９の下端部に直角にかつ着脱可能に主柱用吊り部材10を連結する。この場合、上下延伸吊り材９の下端部に形成したネジにナット9aを螺合させて着脱可能とした。 Mainstay cutting position above, as shown in FIG. 4 (a), so that the primary post 2a corresponding to the dismantling pieces height h 2 is obtained is preset below the hanging main post member 10. Note that the jackdown amount in the holding and opening process described below corresponds to the dismantling piece height h 2 (see).
Here, in order to cut the main column 2a at a preset main column cutting position, at least two main column suspension members 10 described below are prepared. And as a holding means for holding the lower side of the main pillar 2a, a main pillar suspension member 10 and a through hole 10a for inserting the main pillar suspension member 10 from the outside into a peripheral surface at a predetermined height position of the main pillar 2a , 10a ′ are provided in advance.
(Structure of main pillar suspension member 10 and its action)
As shown in FIGS. 4A and 4B, the main pillar suspension member 10 may be a member that is long in the lateral direction perpendicular to the vertical direction, for example, a shape steel. A main pillar suspension member 10 is detachably attached at right angles to the lower end portion of the vertically extending suspension member 9 through the lower end portions of the vertically extending suspension member 9 through through holes provided at both ends in the lengthwise direction of the laterally long member. Link. In this case, the nut 9a was screwed into a screw formed at the lower end of the vertically extending suspension member 9 so that it could be detached.

主柱2aの所定高さ位置に設けた貫通孔10a（Ｘ２−Ｘ２断面で示した方）は、当該切断・除去工程で用いるものであり、貫通孔10aよりも上方の主柱2aに設けた貫通孔10a’は、次の切断・除去で用いるものである。主柱用吊り部材10がそれぞれ挿入される貫通孔10a、10a’の周囲は適宜補強するとよい。
図４（ａ）中、主柱2aの解体片11は、当該切断・除去工程で、切断した後、除去した主柱2aの部分を示し、ｈ２は、その部分である主柱2aの解体片高さを示す。 A through hole 10a (shown in the X2-X2 cross section) provided at a predetermined height position of the main pillar 2a is used in the cutting / removing step, and is provided in the main pillar 2a above the through hole 10a. The through hole 10a ′ is used for the next cutting / removal. The peripheries of the through holes 10a and 10a ′ into which the main pillar suspension members 10 are inserted may be appropriately reinforced.
FIGS. 4 (a) in, dismantled piece 11 of the primary posts 2a is in the cutting and removing step, after cutting, indicates the portion of the main column 2a is removed, h 2 is the dismantling of the main pillars 2a is a partial Indicates half height.

少なくとも２つ用意した主柱用吊り部材10の作用は、以下である。
（i）ある一つの主柱用吊り部材10を用い、主柱2aの所定高さ位置に予め設けた貫通孔10a（Ｘ２−Ｘ２断面で示した方）に挿入した後、上下延伸吊り材９の下端部に連結する。次いで、保持工程では、ジャッキアップにより、上下延伸吊り材９を若干上昇させ、梁構造体12の二つの梁12aから主柱用吊り部材10を浮かせて、主柱用吊り部材10で主柱2aの下部側を保持し、この保持状態で主柱用吊り部材10の下方の切断位置で主柱2aを切断・除去する（当該切断・除去工程）。主柱2aを除去して、主柱2aの切断箇所の下方を空ける。 The operation of at least two main column suspension members 10 is as follows.
(I) After using one main pillar suspension member 10 and inserting it into a through hole 10a (shown in the X2-X2 cross section) provided in advance at a predetermined height position of the main pillar 2a, the vertically extending suspension material 9 Connect to the lower end of Next, in the holding step, the vertically extending suspension material 9 is slightly raised by jacking up, the main column suspension member 10 is lifted from the two beams 12a of the beam structure 12, and the main column 2a is suspended by the main column suspension member 10. The main pillar 2a is cut and removed at the cutting position below the main pillar suspension member 10 in this holding state (the cutting / removing step). The main pillar 2a is removed, and a space below the cut portion of the main pillar 2a is opened.

(ii)その後、保持工程に続く、保持開放工程では、ジャッキダウンにより、主柱用吊り部材10を下降させ、主柱用吊り部材10を梁構造体12の二つの梁12aに載せてから、主柱用吊り部材10と梁構造体12の二つの梁12aとを緊結する（図４（ａ）中、二点鎖線で示した部分）。これにより、２基の主柱支持用ジャッキ装置８から梁構造体12へ「荷重盛り替え」を行なうことで、２基の主柱支持用ジャッキ装置８には主柱2aから荷重がかからないようにする。  (ii) After that, in the holding and releasing step following the holding step, the main column suspension member 10 is lowered by jacking down, and the main column suspension member 10 is placed on the two beams 12a of the beam structure 12, The main column suspension member 10 and the two beams 12a of the beam structure 12 are tightly coupled (portion indicated by a two-dot chain line in FIG. 4A). Thus, by performing “load change” from the two main column supporting jack devices 8 to the beam structure 12, the two main column supporting jack devices 8 are not subjected to a load from the main column 2a. To do.

この後、各上下延伸吊り材９の下端部と、二つの梁12aに緊結された主柱用吊り部材10との連結を外す。次いで、ジャッキアップにより、主柱用吊り部材10を上昇させた後、主柱2aから荷重を受けていない主柱支持用ジャッキ装置８のジャッキ架台8aを筒身側に向かって所定だけ移動させる。
(iii)続いて、用意した他の一つの主柱用吊り部材10を、上下２段に設けた貫通孔のうち貫通孔10aよりも上方の貫通孔10a’に挿入した後、主柱用吊り部材10と上下延伸吊り材９の下端部とを連結する。次いで、ジャッキアップにより、上下延伸吊り材９を若干上昇させ、主柱用吊り部材10で主柱2aの下部側を保持し、この保持状態で貫通孔10a’に挿入した主柱用吊り部材10の下方の切断位置で主柱2aを切断・除去する（次の切断・除去工程）。上記した（ｉ）〜(iii)を繰り返すことで、主柱2aの解体作業が終了する。 Thereafter, the connection between the lower ends of the vertically extending suspension members 9 and the main column suspension members 10 tightly coupled to the two beams 12a is disconnected. Next, after lifting the main column suspension member 10 by jacking up, the jack mount 8a of the main column support jack device 8 not receiving a load from the main column 2a is moved by a predetermined amount toward the barrel side.
(iii) Subsequently, after inserting another prepared main column suspension member 10 into the through hole 10a ′ above the through hole 10a among the two through holes provided in the upper and lower stages, the main column suspension The member 10 and the lower end of the vertically extending suspension member 9 are connected. Next, the vertically extending suspension member 9 is slightly raised by jacking up, the lower side of the main column 2a is held by the main column suspension member 10, and the main column suspension member 10 inserted into the through hole 10a 'in this retained state. The main pillar 2a is cut and removed at the cutting position below (the next cutting and removing step). By repeating the above (i) to (iii), the dismantling work of the main pillar 2a is completed.

なお、梁構造体12は主柱2aから荷重を受けていないとき、すなわち、２基の主柱支持用ジャッキ装置８が主柱用吊り部材10で主柱2aを保持し、２基の主柱支持用ジャッキ装置８で主柱2aから荷重を受けているとき、筒身側に向かって所定だけ移動させる。
ところで、主柱2aの下部側を保持する保持手段は、主柱用吊り部材10を主柱2aの周面に設けた貫通孔に挿入する吊り部材・貫通孔挿入方式に限定されない。例えば、貫通孔10a、10a’を設けず、主柱用吊り部材10を長さ方向中央で2分割した分割吊り部材を、主柱切断位置の上方（図４（ａ）、（ｂ）で、貫通孔10a、10a’と同じ位置）に溶接あるいは接着で固定してもよい（分割吊りピース接合方式という）。
（ジャッキ架台8aの構造とその動作、図３、図４（ａ）参照）
２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aは、主柱用吊り部材10で主柱2aを保持するのを止めて主柱2aから荷重を受けていない状態で、筒身側に向かって移動できるようにジャッキ架台移動用固定梁13に載せられている（図３参照）。このようにするのは、本発明法では、筒身１と一緒に鉄塔２を下降させて、主柱切断位置で主柱2aの下部側を切断・除去することを繰り返すため、鉄塔２の上部の箇所になるほど、主柱用吊り部材10で保持する主柱2aの箇所が、筒身側に近づくので、これに対応するためである（図４（ａ）参照）。例えばジャッキ架台8aの下端部に、移動した時に有効となる複数のローラを設け、また、駆動手段としては、駆動モータ、油圧シリンダなどを設けるのが好ましい。このようにすれば、主柱2aから荷重を受けていない主柱支持用ジャッキ装置８を搭載したジャッキ架台8aが移動するときに、複数のローラが有効となり、容易にジャッキ架台8aを移動させることができる。また、このジャッキ架台8aは、移動停止時に、例えばストッパーでジャッキ架台移動用固定梁13に係止可能とするのが望ましい。この理由は、主柱用吊り部材10で主柱2aの下部側を保持しているときに、予期しない強風や地震などが発生した場合、主柱2aから主柱用吊り部材10に反筒身方向への水平方向分力が作用するため、これに抗するためである。 When the beam structure 12 is not receiving a load from the main column 2a, that is, the two main column supporting jack devices 8 hold the main column 2a with the main column suspension member 10, and the two main columns 2a. When receiving a load from the main column 2a by the supporting jack device 8, the supporting jack device 8 is moved by a predetermined amount toward the barrel side.
By the way, the holding means for holding the lower side of the main column 2a is not limited to the suspension member / through hole insertion method in which the main column suspension member 10 is inserted into the through hole provided on the peripheral surface of the main column 2a. For example, without providing the through-holes 10a and 10a ′, a split suspension member obtained by dividing the main pillar suspension member 10 into two at the center in the length direction is located above the main pillar cutting position (FIGS. 4A and 4B). It may be fixed to the through holes 10a and 10a ′ by welding or bonding (referred to as a divided hanging piece joining method).
(Refer to the structure and operation of the jack mount 8a, FIG. 3 and FIG. 4 (a))
The jack base 8a on which the two main column supporting jack devices 8 are mounted is such that the main column 2a is not held by the main column suspension member 10 and no load is received from the main column 2a. It is placed on the jack mount moving fixed beam 13 so that it can move toward (see FIG. 3). The reason for this is that in the method of the present invention, the tower 2 is moved down together with the barrel 1 and the lower side of the main pillar 2a is repeatedly removed and removed at the main pillar cutting position. This is because the portion of the main pillar 2a held by the main pillar suspension member 10 is closer to the barrel side as the position becomes (see FIG. 4A). For example, it is preferable that a plurality of rollers that are effective when moved are provided at the lower end portion of the jack mount 8a, and a drive motor, a hydraulic cylinder, and the like are provided as drive means. In this way, when the jack mount 8a on which the main column supporting jack device 8 not receiving a load from the main column 2a moves, a plurality of rollers become effective, and the jack mount 8a can be easily moved. Can do. Further, it is desirable that the jack mount 8a can be locked to the jack mount moving fixed beam 13 with a stopper, for example, when the movement is stopped. The reason for this is that when the main column suspension member 10 holds the lower side of the main column 2a and an unexpected strong wind or earthquake occurs, the main column 2a is moved from the main column 2a to the main column suspension member 10. This is because the horizontal component force in the direction acts to counter this.

ここで、２基の主柱支持用ジャッキ装置８を搭載したジャッキ架台8aは、次のような架台構造とするのが好ましい（図３参照）。ジャッキ架台8aは、架台移動方向に平行に並べて固定した複数本の架台梁、複数本の架台梁の４隅に配置されかつ上端部を架台梁に固定した4本の架台柱、複数本の水平部材及び斜め部材で構成する。さらに、ジャッキ架台8aの筒身側に面した側には、水平部材及び斜め部材を配置せず、上方から下がってくる主柱2aに固定されたトラス構造の支持点鉄骨、水平部材、及び斜め部材と、ジャッキ架台8aとの干渉が生じないように開口部を設けるとよい。
（主柱用吊り部材10の浮き上がり防止装置）
解体作業中に、予期しない強風や地震などが発生した場合、比較的重い筒身の揺れが過大となると、鉄塔支持型構造物が転倒倒壊してしまう恐れがある。そこで、鉄塔解体ユニットには、さらに主柱用吊り部材10の浮き上がり防止装置を設けるのが好ましい（図５参照）。 Here, the jack mount 8a on which the two main column supporting jack devices 8 are mounted preferably has the following mount structure (see FIG. 3). The jack gantry 8a is composed of a plurality of gantry beams fixed in parallel with the gantry moving direction, four gantry columns arranged at the four corners of the gantry beams and having upper ends fixed to the gantry beams, a plurality of horizontal beams. It consists of a member and an oblique member. Further, on the side facing the barrel side of the jack mount 8a, the horizontal member and the diagonal member are not arranged, but the truss structure supporting point steel frame, the horizontal member, and the diagonal member fixed to the main column 2a descending from above It is preferable to provide an opening so that the member does not interfere with the jack mount 8a.
(Anti-lifting device for main pole suspension member 10)
If unforeseen strong winds or earthquakes occur during the dismantling operation, the tower-supported structure may fall over if the relatively heavy cylinder shakes excessively. Therefore, it is preferable that the steel tower disassembly unit is further provided with a device for preventing the main pillar suspension member 10 from being lifted (see FIG. 5).

浮き上がり防止装置は、ネジ部14aが上下延伸吊り材９の昇降量に見合う長さだけ上端から形成されかつ下端が回転手段17に接続されているネジ付きロッド14と、ネジ部14aが貫通するように主柱用吊り部材10の複数箇所に設けた貫通孔15bと、ネジ部14aに螺合されかつ主柱用吊り部材10の上方に共まわり止め（図示せず）を設けて配置したナット15と、ネジ付きロッド14の下部を回転自在に受ける軸受16aと、ネジ付きロッド14の下部に固定した軸受押さえ16bと、を備える。そして、ネジ付きロッド14は、図５に示したように、ジャッキ架台8aの下部の左右を連結すると共に主柱支持用ジャッキ装置８のジャッキ架台8aの下方に配置された連結部材8bを貫通して、軸受16a及び軸受け押さえ16bにより、上下方向への移動が規制されかつ回転自在とされている。ここで、主柱用吊り部材10の複数箇所に設けた貫通孔15bの直径は、ネジ付きロッド14のネジ部14aよりも大きい。   The anti-lifting device is such that the threaded portion 14a is formed from the upper end with a length corresponding to the amount of lifting of the vertically extending suspension material 9 and the lower end is connected to the rotating means 17, and the threaded portion 14a penetrates. And nuts 15 which are arranged with a plurality of through holes 15b provided at a plurality of positions on the main pillar suspension member 10 and screwed to the screw portion 14a and provided with a common rotation stopper (not shown) above the main pillar suspension member 10. And a bearing 16a that rotatably receives the lower part of the threaded rod 14, and a bearing retainer 16b fixed to the lower part of the threaded rod 14. As shown in FIG. 5, the threaded rod 14 connects the lower left and right sides of the jack mount 8a and penetrates the connecting member 8b disposed below the jack mount 8a of the main column support jack device 8. The movement in the vertical direction is restricted and rotatable by the bearing 16a and the bearing retainer 16b. Here, the diameters of the through holes 15b provided at a plurality of locations of the main column suspension member 10 are larger than the threaded portion 14a of the threaded rod 14.

これによって、上下延伸吊り材９の昇降に伴い、回転手段17でネジ付きロッド14を回転させて主柱用吊り部材10の上方に突出するネジ部14aの長さを変えること、及び予期しない強風や地震などが発生した場合でも、ネジ部14aに螺合したナット15を介して引抜き力に抗することができる。この結果、主柱用吊り部材10の浮き上がり防止装置により、鉄塔支持型構造物が転倒倒壊してしまうことを防止できる。   Accordingly, as the vertically extending suspension member 9 is moved up and down, the threaded rod 14 is rotated by the rotating means 17 to change the length of the screw portion 14a protruding above the main column suspension member 10, and an unexpected strong wind Even when an earthquake or an earthquake occurs, the pulling force can be resisted through the nut 15 screwed into the screw portion 14a. As a result, the tower-supporting structure can be prevented from falling over by the device for preventing the main pillar suspension member 10 from rising.

その際、主柱用吊り部材10とナット15間の間隔Ｇを例えば約５ｍｍに保持するように、モータ17の回転を制御している。この理由は、間隔Ｇが過大となると、主柱用吊り部材10が浮き上がったとき、ナット15が受ける衝撃力が大きくなりやすく、反対に過小となると、上下延伸吊り材９の昇降に対して、主柱用吊り部材10の移動が困難かつ上下延伸吊り材９に過大な力が加わるためである。   At this time, the rotation of the motor 17 is controlled so that the gap G between the main pole suspension member 10 and the nut 15 is maintained at, for example, about 5 mm. The reason for this is that if the interval G is excessive, the impact force received by the nut 15 tends to increase when the main pillar suspension member 10 is lifted, and conversely, if the interval G is excessively small, This is because it is difficult to move the main pole suspension member 10 and an excessive force is applied to the vertically extending suspension member 9.

また、上記した主柱用吊り部材の浮き上がり防止装置のより好ましい形態は、次のとおりである。ネジ付きロッド14のネジ部14aが貫通する貫通孔15bを主柱用吊り部材10の長さ方向の２箇所に、上下延伸吊り材９を挟んで対称に設けること、ネジ付きロッド14を回転させる回転手段をモータとすること、間隔Ｇを検出する検出器と間隔Ｇを一定に制御する制御装置を有すること、２基の主柱支持用ジャッキ装置８に作用する荷重を検出する検出器と荷重の測定値と予め設定した閾値とを比較して荷重の測定値が閾値を超えたときにネジ付きロッド14の回転及び主柱支持用ジャッキ装置８の動作を停止する制御装置を有すること等である。   Moreover, the more preferable form of the lifting prevention apparatus for the main pole suspension member described above is as follows. The through-hole 15b through which the threaded portion 14a of the threaded rod 14 passes is provided symmetrically with the vertically extending suspension material 9 in two positions in the length direction of the main pillar suspension member 10, and the threaded rod 14 is rotated. The rotation means is a motor, the detector for detecting the interval G and the control device for controlling the interval G to be constant, the detector for detecting the load acting on the two main column support jack devices 8 and the load And a control device that stops the rotation of the threaded rod 14 and the operation of the main column support jack device 8 when the measured value of the load exceeds the threshold value by comparing the measured value of is there.

また、鉄塔解体ユニットには、さらに加えて、主柱間が広がることにより、主柱2aを保持した主柱用吊り部材10を介して主柱支持用ジャッキ装置８に反筒身方向に向かう無理な力が加わるのを防止するために、主柱支持用ジャッキ装置８の下方の、主柱用吊り部材10の高さ位置近くに、隣接するあるいは対向する主柱同士を連結する引張材を設けるのが好ましい。   In addition, the steel tower dismantling unit is further unreasonable toward the main column supporting jack device 8 via the main column suspension member 10 holding the main column 2a in the anti-cylinder direction by expanding the space between the main columns. In order to prevent excessive force from being applied, a tension member for connecting adjacent or opposing main columns is provided near the height position of the main column suspension member 10 below the main column supporting jack device 8. Is preferred.

この理由は、本発明法により、筒身１と一緒に鉄塔２を地上近くにまで下降させて、下がってくる鉄塔２の主柱2aに固定されている支持点鉄骨、水平部材及び斜め部材などを、主柱用吊り部材10の高さ位置近くで解体する際、隣接する主柱2aの間隔が広がるのを、前記引張材に引張力が生じることによって主柱支持用ジャッキ装置８に無理な力が作用するのを効果的に抑制することができるからである。   The reason for this is that the steel tower 2 is lowered close to the ground together with the barrel 1 by the method of the present invention, and the supporting point steel frame, the horizontal member, the diagonal member, etc. fixed to the main pillar 2a of the steel tower 2 descending. Is disassembled near the height position of the main column suspension member 10, it is impossible for the main column support jack device 8 to generate an increase in the interval between the adjacent main columns 2 a due to the tensile force generated in the tensile material. It is because it can suppress effectively that force acts.

以上説明した筒身解体ユニットと鉄塔解体ユニットとで、本発明法を実現することができる。
本発明法は、筒身１を周囲から支持点鉄骨1aで支持している構造のまま、筒身１と一緒に鉄塔２を地上近くにまで下降させて、鉄塔側の支持点構成部材1a、1bを含む鉄塔構成部材（主柱2aに固定した水平部材2b、斜め部材2c）の解体作業を、地上に設置した解体用機械を用いて行なうと共に、筒身１の下部側と主柱2aの下部側を切断・除去する際、筒身１の切断位置と主柱2aの切断位置を同じに設定したことを特徴とする。鉄塔構成部材の解体作業は、主柱支持用ジャッキ装置の下方であって、好ましくは主柱用吊り部材の下方近くの位置で行う。 The method of the present invention can be realized by the cylindrical body dismantling unit and the steel tower dismantling unit described above.
In the method of the present invention, with the structure in which the cylindrical body 1 is supported from the periphery by the supporting point steel frame 1a, the steel tower 2 is lowered to the ground together with the cylindrical body 1, and the supporting point constituting member 1a on the steel tower side is lowered. The dismantling work of the steel tower components including 1b (the horizontal member 2b fixed to the main pillar 2a, the slanting member 2c) is performed using a dismantling machine installed on the ground, and the lower side of the barrel 1 and the main pillar 2a When cutting and removing the lower side, the cutting position of the cylinder 1 and the cutting position of the main pillar 2a are set to be the same. The dismantling operation of the steel tower component is performed below the main column supporting jack device, preferably near the lower side of the main column suspension member.

本発明法によれば、鉄塔側の支持点構成部材1a、1bの解体作業、及び鉄塔２の主柱2aに固定した水平部材2b、斜め部材2cを解体する解体作業を、主柱支持用ジャッキ装置の下方の、主柱用吊り部材の高さ位置近くで行なうと共に、筒身切断位置及び主柱切断位置をそれぞれの吊り部材の下方に設定している（図２〜図４）。したがって、比較的重い筒身の横方向の安定化を図るため、鉄塔側の支持点構成部材である筒身支持リング1bの代わりに筒身の外周面と接触して筒身を支持するガイドローラを新たに鉄塔側に設ける必要がなく、しかも鉄塔を高所で解体する解体作業をなくすことができ、より安全に解体作業が行える。   According to the method of the present invention, the dismantling work of the supporting point constituent members 1a and 1b on the tower side, and the dismantling work of disassembling the horizontal member 2b and the oblique member 2c fixed to the main pillar 2a of the tower 2 are performed. While performing near the height position of the main column suspension member below the apparatus, the barrel cutting position and the main column cutting position are set below the respective suspension members (FIGS. 2 to 4). Therefore, in order to stabilize the horizontal direction of a relatively heavy cylinder, a guide roller that supports the cylinder in contact with the outer peripheral surface of the cylinder instead of the cylinder support ring 1b that is a support point constituent member on the tower side. Is not required to be newly provided on the steel tower side, and the dismantling work for dismantling the steel tower at a high place can be eliminated, so that the dismantling work can be performed more safely.

筒身１の高さが１００ｍ、主柱間隔が２０ｍ、筒身外形が４．６ｍである煙突の解体作業を計画した。従来の解体法の場合、高さが１００ｍの筒身１を周囲からトラス構造の支持点鉄骨1aで支持している鉄塔２を高所で解体する作業や、鉄塔解体用の巨大クレーン100を用い、解体した鉄塔２の解体片22を吊り上げ、吊り下げて地上に下ろす作業を繰り返す必要があった（図７（ｂ））。またさらに、鉄塔２側の筒身支持リング1bの周方向の少なくとも3箇所に、筒身１を保持して倒壊を防止するガイドローラを設ける必要があった。   The demolition work of the chimney having a cylinder 1 height of 100 m, a main pillar interval of 20 m, and a cylinder outer shape of 4.6 m was planned. In the case of the conventional dismantling method, the work of dismantling the steel tower 2 supporting the cylinder 1 having a height of 100 m from the surrounding with the supporting point steel frame 1a of the truss structure at a high place or using a huge crane 100 for dismantling the steel tower It was necessary to repeat the work of lifting the dismantling piece 22 of the dismantled tower 2 and hanging it down to the ground (FIG. 7B). Furthermore, it is necessary to provide guide rollers for holding the barrel 1 and preventing collapse at at least three locations in the circumferential direction of the barrel support ring 1b on the steel tower 2 side.

これに対し、本発明法の場合、図1〜図４に示したような解体設備を用い、筒身１と一緒に鉄塔２を地上近くにまで下降させて、筒身切断位置及び主柱切断位置を同じ８ｍとなるように設定する解体方法とした。すなわち、1回で切断する場合、筒身１の解体片高さｈ１と主柱2aの解体片高さｈ２とが同じとなる。なお、筒身１の解体片が比較的重い場合、ジャッキダウンにより、それぞれの吊り部材を下降させる際、２〜４回に分けて筒身１及び主柱2aを切断する解体作業計画により、比較的重い筒身１の横方向の安定化を図ること、図２（ａ）のように、横に搬出する筒身１の解体片の高さを抑えて、鉄塔２等との干渉を避けることができると共に、高所作業を少なくすることができ、より安全に解体することができると期待できる。 In contrast, in the case of the method of the present invention, the dismantling equipment as shown in FIGS. It was set as the dismantling method which sets a position so that it may become the same 8m. That is, when cutting in one, dismantling piece and the height h 2 of dismantling pieces height h 1 and the primary posts 2a of the tubular body 1 are the same. In addition, when the dismantling piece of the cylinder 1 is comparatively heavy, when lowering each suspension member by jacking down, it is compared by a dismantling work plan that cuts the cylinder 1 and the main pillar 2a in two to four times. To stabilize the heavy cylinder 1 in the horizontal direction, as shown in FIG. 2 (a), to suppress the height of the dismantled piece of the cylinder 1 to be carried out sideways, and to avoid interference with the tower 2, etc. It can be expected that the work at a high place can be reduced and it can be dismantled more safely.

Ｌ 筒身用吊り部材の中央から各アーム部先端までの長さ
ｈ１ 筒身の解体片高さ
ｈ２ 主柱の解体片高さ
Ｇ 主柱用吊り部材とナット間の間隔
１ 煙突（筒身）
1a 支持点鉄骨
1b 筒身支持リング
1c リングガータ
２ 鉄塔
2a 主柱
2b 水平部材
2c 斜め部材
３ 筒身支持用ジャッキ装置
3a ジャッキ架台
４ 上下延伸吊り材（ステップロッド）
５ 筒身用吊り部材
６ 閂部材
6a 貫通孔
７ 解体片
８ 主柱支持用ジャッキ装置
8a ジャッキ架台
8b 連結部材
９ 上下延伸吊り材（ステップロッド）
9a ナット
10 主柱用吊り部材
10a、10a’ 貫通孔
11 解体片
12 梁構造体
12a、12b 梁構造体の梁
13 ジャッキ架台移動用固定梁
14 ネジ付きロッド
14a ネジ部
14b 下部
15 ナット
15b 貫通孔
16ａ 軸受
16b 軸受押さえ
17 モータ
18 制御装置
20 筒身支持用ジャッキ装置
21、22 解体片
23、24 基礎部材
100 巨大クレーン L Length from the center of the cylinder suspension member to the tip of each arm part 1 Height of the disassembly piece h of the cylinder 2 Disassembly piece height G of the main column Gap between the main column suspension member and the nut 1 Chimney (cylinder Body)
1a Supporting point steel frame
1b Tube support ring
1c Ring Gata 2 Steel Tower
2a Main pillar
2b Horizontal member
2c Diagonal member 3 Tube support jack device
3a Jack mount 4 Vertically extending suspension material (step rod)
5 Cylinder suspension member 6 Claw member
6a Through hole 7 Demolition piece 8 Main column support jack device
8a Jack mount
8b Connecting member 9 Vertically extending suspension material (step rod)
9a nut
10 Main column suspension
10a, 10a 'through hole
11 Demolition pieces
12 Beam structure
12a, 12b Beam of beam structure
13 Fixed beam for moving the jack mount
14 Threaded rod
14a Screw part
14b bottom
15 nut
15b Through hole
16a Bearing
16b Bearing retainer
17 Motor
18 Control unit
20 Tube support jack device
21, 22 Demolition piece
23, 24 Foundation materials
100 giant crane

Claims (7)

筒身を周囲から鉄塔の主柱に固定した支持点鉄骨で支持している構造をもつ鉄塔支持型構造物を解体する解体設備であって、
前記筒身を切断・除去するための筒身解体ユニットは、上下延伸吊り材を昇降させる筒身支持用ジャッキ装置と、該筒身支持用ジャッキ装置を塔載しかつ前記筒身の内部であって前記筒身の基礎部材上に設置したジャッキ架台と、前記上下延伸吊り材の下端部に連結され、かつ前記筒身の下部側を保持した筒身用吊り部材と、を備え、
該筒身用吊り部材は、前記筒身の内部に収まる構造をもつと共に、前記筒身の周面に向かって伸びる複数のアーム部を有し、かつ該筒身用吊り部材は、各アーム部の先端が前記筒身の周方向複数箇所に設けた貫通孔に内側から挿入される保持手段を有することを特徴とする鉄塔支持型構造物の解体設備。 A dismantling facility for dismantling a tower-supported structure having a structure in which a cylindrical body is supported by a supporting point steel frame fixed to the main pillar of the tower from the surroundings,
The barrel body disassembly unit for cutting and removing the barrel body includes a barrel body supporting jack device that lifts and lowers the vertically extending suspension material, and the barrel body supporting jack device mounted on the inside of the barrel body. A jack mount installed on the base member of the cylindrical body, and a tubular suspension member connected to the lower end of the vertically extending suspension member and holding the lower side of the cylindrical body,
The tubular suspension member has a structure that fits inside the tubular body, and has a plurality of arm portions that extend toward the peripheral surface of the tubular body, and the tubular suspension member includes each arm portion. The dismantling equipment for the tower-supported structure is characterized by having holding means inserted from the inside into through holes provided at a plurality of circumferential positions of the cylindrical body. 前記鉄塔の主柱を切断・除去するための鉄塔解体ユニットは、前記主柱を挟んで配置された各上下延伸吊り材を昇降させる２基の主柱支持用ジャッキ装置と、２基の主柱支持用ジャッキ装置を搭載したジャッキ架台と、
各上下延伸吊り材の下端部に連結され、かつ前記主柱の下部側を保持した主柱用吊り部材と、を備え、
前記主柱支持用ジャッキ装置のジャッキ架台は、前記主柱用吊り部材で前記主柱を保持するのを止めて前記主柱から荷重を受けていないとき、筒身側に向かって移動できるようにジャッキ架台移動用固定梁に載せられていることを特徴とする請求項１に記載の鉄塔支持型構造物の解体設備。 The tower dismantling unit for cutting and removing the main pillars of the tower includes two main pillar supporting jack devices for raising and lowering the vertically extending suspension members arranged between the main pillars, and two main pillars A jack stand with a supporting jack device;
A main pillar suspension member connected to the lower end of each vertically extending suspension and holding the lower side of the main pillar,
The jack base of the main column support jack device can be moved toward the barrel side when the main column suspension member stops holding the main column and receives no load from the main column. The dismantling equipment for a tower-supported structure according to claim 1, wherein the dismantling equipment is mounted on a fixed beam for moving a jack stand. 前記ジャッキ架台移動用固定梁は、所定間隔だけ隔てて配置された二つの梁で構成されかつ長さ方向端部がそれぞれ前記筒身と前記主柱の基礎部材に固定されていることを特徴とする請求項２に記載の鉄塔支持型構造物の解体設備。   The jack gantry moving fixed beam is composed of two beams arranged at a predetermined interval, and the lengthwise ends thereof are fixed to the cylindrical body and the base member of the main column, respectively. The dismantling equipment for the tower-supported structure according to claim 2. 前記鉄塔解体ユニットは、さらに加えて、前記２基の主柱支持用ジャッキ装置から渡された主柱用吊り部材を緊結することで、前記主柱から荷重を受ける梁構造体を備え、該梁構造体は前記主柱から荷重を受けていないとき、筒身側に向かって移動できるように前記ジャッキ架台移動用固定梁に載せられている特徴とする請求項２又は３に記載の鉄塔支持型構造物の解体設備。   The steel tower dismantling unit further includes a beam structure that receives a load from the main column by tightly coupling main column suspension members passed from the two main column support jack devices. 4. The tower support type according to claim 2, wherein the structure is placed on the jack gantry moving fixed beam so that the structure can move toward the barrel side when receiving no load from the main pillar. 5. Structure dismantling equipment. 前記鉄塔解体ユニットは、さらに加えて、主柱用吊り部材の浮き上がり防止装置を備え、該浮き上がり防止装置は、ネジ部が上下延伸吊り材の昇降量に見合う長さだけ上端から形成されかつ下端が回転手段に接続されているネジ付きロッドと、前記ネジ部が貫通するように主柱用吊り部材の複数箇所に設けた貫通孔と、前記ネジ部に螺合されかつ主柱用吊り部材の上方に共まわり止めを設けて配置したナットと、ネジ付きロッドの下部を回転自在に受ける軸受と、ネジ付きロッドの下部に固定した軸受押さえと、を備え、前記ネジ付きロッドは、主柱支持用ジャッキ装置を搭載したジャッキ架台の下部の左右を連結すると共に前記ジャッキ架台の下方に配置された連結部材を貫通して、軸受及び軸受け押さえにより、上下方向への移動が規制されかつ回転自在とされて、前記上下延伸吊り材の昇降に伴い、前記ネジ付きロッドを回転させて前記主柱用吊り部材の上方に突出するネジ部の長さを変えること、及び前記主柱支持用ジャッキ装置に作用する荷重を検出し、検出した荷重の測定値と予め設定した閾値とを比較して荷重の測定値が閾値を超えたときに前記ネジ付きロッドの回転及び主柱支持用ジャッキ装置の動作を停止することによって、前記ネジ部に螺合したナットを介して引抜き力に抗することができることを特長とする請求項２〜４のいずれか一項に記載の鉄塔支持型構造物の解体設備。   The tower dismantling unit further includes a lifting prevention device for the main pillar suspension member, the lifting prevention device having a threaded portion formed from the upper end to a length corresponding to the lifting amount of the vertically extending suspension member and having a lower end at the bottom end. A threaded rod connected to the rotating means; a through hole provided in a plurality of positions of the main pillar suspension member so that the threaded portion penetrates; and an upper portion of the main pillar suspension member screwed into the threaded portion. And a bearing holder rotatably receiving the lower part of the threaded rod, and a bearing retainer fixed to the lower part of the threaded rod, the threaded rod for supporting the main column Connects the left and right of the lower part of the jack mount with the jack device and penetrates the connecting member arranged below the jack mount, and the vertical movement is restricted by the bearing and bearing retainer. And rotating the threaded rod to change the length of the threaded portion protruding above the main pillar suspension member as the vertically extending suspension material moves up and down, and the main pillar For detecting the load acting on the supporting jack device, comparing the measured value of the detected load with a preset threshold value, and for rotating the threaded rod and supporting the main column when the measured value of the load exceeds the threshold value The tower-supporting structure according to any one of claims 2 to 4, wherein by stopping the operation of the jack device, a pulling force can be resisted through a nut screwed into the screw portion. Equipment dismantling facilities. 前記鉄塔解体ユニットは、さらに加えて、主柱間が広がり前記主柱を保持した主柱用吊り部材を介して前記主柱支持用ジャッキ装置に反筒身方向に向かう無理な力が加わるのを防止するために、前記主柱支持用ジャッキ装置の下方の、前記主柱用吊り部材の高さ位置近くに、隣接する主柱同士を連結する引張材を設けたことを特徴とする請求項２〜５のいずれか一項に記載の鉄塔支持型構造物の解体設備。   In addition, the steel tower dismantling unit further applies an unreasonable force in the anti-cylinder direction to the main column supporting jack device via a main column suspension member that extends between the main columns and holds the main column. In order to prevent this, a tension member for connecting adjacent main columns is provided near the height position of the main column suspension member below the main column supporting jack device. The dismantling equipment of the steel tower support type structure as described in any one of -5. 筒身を周囲から鉄塔の主柱に固定した支持点鉄骨で支持している構造をもつ鉄塔支持型構造物を解体する解体方法であって、請求項１〜６のいずれか一項に記載の鉄塔支持型構造物の解体設備を用い、前記筒身を周囲から前記支持点鉄骨で支持している構造のまま、前記筒身と一緒に前記鉄塔を地上近くにまで下降させた後、前記主柱に固定されたトラス構造の支持点鉄骨及び該支持点鉄骨に固定された筒身支持リングを含む鉄塔構成部材の解体作業を地上に設置した解体用機械を用いて行なうと共に、筒身の下部側と主柱の下部側を切断・除去する際、筒身切断位置と主柱切断位置を同じに設定したことを特徴とする鉄塔支持型構造物の解体方法。   A dismantling method for dismantling a tower-supporting structure having a structure in which a cylindrical body is supported by a supporting point steel frame fixed to a main pillar of a steel tower from the surroundings, and the dismantling method according to any one of claims 1 to 6. Using the dismantling equipment for the tower-supported structure and lowering the tower to the vicinity of the ground together with the cylinder while maintaining the structure in which the cylinder is supported from the surrounding by the supporting point steel frame, The dismantling work of the steel tower structural member including the support point steel frame of the truss structure fixed to the column and the cylindrical support ring fixed to the support point steel frame is performed using a dismantling machine installed on the ground, and the lower part of the cylinder A dismantling method for a tower-supported structure characterized in that when cutting and removing the side and the lower side of the main pillar, the cylindrical cutting position and the main pillar cutting position are set to be the same.
JP2010009299A 2010-01-19 2010-01-19 Dismantling equipment and method for dismantling steel tower support Active JP5435569B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010009299A JP5435569B2 (en) 2010-01-19 2010-01-19 Dismantling equipment and method for dismantling steel tower support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010009299A JP5435569B2 (en) 2010-01-19 2010-01-19 Dismantling equipment and method for dismantling steel tower support

Publications (2)

Publication Number Publication Date
JP2011149163A true JP2011149163A (en) 2011-08-04
JP5435569B2 JP5435569B2 (en) 2014-03-05

Family

ID=44536382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010009299A Active JP5435569B2 (en) 2010-01-19 2010-01-19 Dismantling equipment and method for dismantling steel tower support

Country Status (1)

Country Link
JP (1) JP5435569B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014227692A (en) * 2013-05-21 2014-12-08 Ｊｆｅシビル株式会社 Disassembling method of building and building disassembling support device used therefor
JP2016199960A (en) * 2015-04-14 2016-12-01 太平電業株式会社 Large towering structure demolition method
CN108426146A (en) * 2018-05-17 2018-08-21 戚五四 A kind of support construction easy to remove

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014227692A (en) * 2013-05-21 2014-12-08 Ｊｆｅシビル株式会社 Disassembling method of building and building disassembling support device used therefor
JP2016199960A (en) * 2015-04-14 2016-12-01 太平電業株式会社 Large towering structure demolition method
CN108426146A (en) * 2018-05-17 2018-08-21 戚五四 A kind of support construction easy to remove

Also Published As

Publication number Publication date
JP5435569B2 (en) 2014-03-05

Similar Documents

Publication Publication Date Title
JP2001254668A (en) Device and method for assembling wind power generation tower
JP2005042313A (en) Tower structure assembling method and tower structure assembling apparatus
JP6503716B2 (en) Demolition system and demolition method
JP2009091123A (en) Crane for steel tower
KR20180083229A (en) Ceiling lift up construction method
JP6309400B2 (en) Pile removal method
JP5435569B2 (en) Dismantling equipment and method for dismantling steel tower support
JP2010242429A (en) Demolition method for steel tower
JP6508958B2 (en) Demolition system and demolition method
JP4789876B2 (en) Method and apparatus for disassembling double structure chimney
JP3881343B2 (en) Method and apparatus for disassembling cylindrical structure
JP2004150143A (en) Assembling device for columnar structure
JP5356091B2 (en) Crane girder exchanging method and crane girder exchanging apparatus
JP4559313B2 (en) Demolition method of steel tower supported chimney
JP2659170B2 (en) Pole column ground assembly equipment
JP2002097819A (en) Method and device for assembling transmission tower
JP6508959B2 (en) Demolition system and demolition method
JPH11303421A (en) Demolition method for steel tower type high-rise chimney
JP2018091098A (en) Temporary strut and construction method of roof frame structure
JP5948828B2 (en) Lifting device used for assembling cargo lift for building demolition work, cargo lift for building demolition work, and assembling method thereof
JP6543654B2 (en) Demolition method of collective chimney
JP6173771B2 (en) Building demolition method and building demolition support device used therefor
JP6185001B2 (en) Dismantling method of multi-legged steel chimney
JP6950041B1 (en) Structure dismantling system and structure dismantling method
JP3532161B2 (en) Tower construction machine and tower construction method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20121225

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20130717

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20131121

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20131204

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20131204

R150 Certificate of patent or registration of utility model

Ref document number: 5435569

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250