JP7058566B2 - How to dismantle a tubular structure - Google Patents

How to dismantle a tubular structure Download PDF

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JP7058566B2
JP7058566B2 JP2018122810A JP2018122810A JP7058566B2 JP 7058566 B2 JP7058566 B2 JP 7058566B2 JP 2018122810 A JP2018122810 A JP 2018122810A JP 2018122810 A JP2018122810 A JP 2018122810A JP 7058566 B2 JP7058566 B2 JP 7058566B2
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tubular structure
cutting
dismantling
chimney
scaffolding
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徹 下迫
賢人 木下
弘修 松岡
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山九株式会社
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本発明は、煙突などの筒状構造物を解体する筒状構造物の解体方法に関するものである。 The present invention relates to a method for dismantling a tubular structure such as a chimney.

煙突などの筒状構造物を解体する技術として、筒状構造物の外周面に面接触するバンドに着脱自在に取り付けた作業足場を用いて、上記筒状構造物を解体する技術が知られている(例えば、特許文献1参照。)。 As a technique for dismantling a tubular structure such as a chimney, a technique for dismantling the tubular structure using a work scaffold that is detachably attached to a band that comes into surface contact with the outer peripheral surface of the tubular structure is known. (See, for example, Patent Document 1).

また、煙突に周設された作業床を備える煙突解体用足場を用い、コンクリートブレーカ等により煙突をはつって、コンクリートブロック片を煙突の内側に落下させ、解体する技術が知られている(例えば、特許文献2参照。)。 Further, there is known a technique of using a chimney dismantling scaffold having a work floor around the chimney, hitting the chimney with a concrete breaker or the like, and dropping a concrete block piece into the chimney to dismantle it (for example). , See Patent Document 2.).

特開2000-170376号公報Japanese Unexamined Patent Publication No. 2000-170376 特開2017-31681号公報Japanese Unexamined Patent Publication No. 2017-31681

しかしながら、煙突の外周部に足場を設けてコンクリートをはつる作業などをすると、騒音や粉塵、落下物などの周辺環境への影響が生じやすくなる。また、台風や強風、突風が生じるなどの場合には、作業が困難になる。 However, if scaffolding is provided on the outer periphery of the chimney and concrete is hung, noise, dust, falling objects, and the like are likely to affect the surrounding environment. In addition, work becomes difficult in the event of a typhoon, strong wind, or gust.

本発明は、上記の点に鑑みてなされたものであり、周辺環境への影響を少なく抑えたり、作業性や安全性を高めたりできるようにすることを目的としている。 The present invention has been made in view of the above points, and an object of the present invention is to reduce the influence on the surrounding environment and to improve workability and safety.

上記の目的を達成するために、
本発明は、
筒状構造物の解体方法であって、
上記筒状構造物の内周側に足場を設ける足場組工程と、
上記筒状構造物の上部を内周側から輪切りに切断する切断工程と、
上記筒状構造物の輪切りされた切断部分を吊り上げて地上に降下させる切断部分降下工程と、
上記足場の上部部分を地上に降下させる足場降下工程と、
を有することを特徴とする。
To achieve the above objectives
The present invention
It is a method of dismantling a tubular structure.
The scaffolding process of providing a scaffold on the inner peripheral side of the tubular structure and
The cutting process of cutting the upper part of the tubular structure into round slices from the inner peripheral side,
The cutting part descent process of lifting the cut part of the tubular structure and lowering it to the ground,
The scaffolding descent process of lowering the upper part of the scaffolding to the ground,
It is characterized by having.

これにより、煙突切断作業を煙突内部で行うことができるので、周辺環境への影響を少なく抑えたり、作業性や安全性を高めたりすることが容易にできる。 As a result, the chimney cutting work can be performed inside the chimney, so that the influence on the surrounding environment can be minimized and the workability and safety can be easily improved.

本発明によれば、周辺環境への影響を少なく抑えたり、作業性や安全性を高めたりすることが容易にできる。 According to the present invention, it is possible to easily suppress the influence on the surrounding environment and improve workability and safety.

煙突内に足場が設けられた状態を示す縦断面図である。It is a vertical sectional view which shows the state which the scaffolding is provided in the chimney. 足場の構成を示す正面図である。It is a front view which shows the structure of a scaffold. 足場の構成を示す平面図である。It is a top view which shows the structure of a scaffold. コアボーリングする工程を示す縦断面図である。It is a vertical sectional view which shows the process of core boring. ワイヤソーのワイヤを取り付ける工程を示す縦断面図である。It is a vertical sectional view which shows the process of attaching a wire of a wire saw. 最上部の上下足場組を吊り上げる工程を示す縦断面図である。It is a vertical cross-sectional view which shows the process of lifting the upper and lower scaffolding assembly of the uppermost part. ワイヤソーによる第1の切断工程を示す平面図である。It is a top view which shows the 1st cutting process by a wire saw. ワイヤソーによる第2の切断工程を示す平面図である。It is a top view which shows the 2nd cutting process by a wire saw. 煙突の切断部分を吊り上げる工程を示す縦断面図である。It is a vertical sectional view which shows the process of hoisting a cut part of a chimney.

以下、本発明の実施形態として、筒状構造物である煙突を解体する例を図面に基づいて詳細に説明する。 Hereinafter, as an embodiment of the present invention, an example of disassembling a chimney, which is a tubular structure, will be described in detail with reference to the drawings.

煙突100を解体する際には、図1に示すように、まず、煙突100の内周側に足場200が設けられる。上記足場200は、例えば枠組足場である上部足場210aと下部足場210bとが組になった上下足場組210が、多段に積み上げられて設けられる。各上下足場組210は、例えば図2、図3に示すように、足場枠組211に作業床212が載置されて構成されている。また、足場枠組211の中心部には昇降階段213が設けられている。上記足場枠組211は、適宜煙突100の内周面に当接させて固定することができる。なお、足場としては、上記のような枠組足場に限らず、いわゆる単管足場が用いられてもよい。 When disassembling the chimney 100, first, as shown in FIG. 1, a scaffold 200 is provided on the inner peripheral side of the chimney 100. The scaffolding 200 is provided with, for example, upper and lower scaffolding sets 210 in which an upper scaffolding 210a and a lower scaffolding 210b, which are framework scaffolding, are stacked in multiple stages. Each upper and lower scaffolding set 210 is configured such that the work floor 212 is placed on the scaffolding frame set 211, as shown in FIGS. 2 and 3, for example. Further, an elevating staircase 213 is provided at the center of the scaffolding framework 211. The scaffolding framework 211 can be appropriately brought into contact with the inner peripheral surface of the chimney 100 and fixed. The scaffolding is not limited to the framework scaffolding as described above, and a so-called single-tube scaffolding may be used.

なお、煙突の内部に構造物(内筒、デッキ、梯子等)がある場合は、まずそれらを撤去した後に、上記のような足場200を設ければよい。 If there are structures (inner cylinder, deck, ladder, etc.) inside the chimney, the scaffolding 200 as described above may be provided after first removing them.

上記のような足場200が煙突100の内側で頂部付近まで設けられると、次に、図4に示すように、コアドリル310によって、例えば直径200mm程度のコアボーリング孔100a(貫通孔)が煙突100の壁面の周方向略等間隔の4箇所に空けられる。その際には、例えば煙突100の内周側から冷却水を供給することが好ましい。コアボーリング孔100aの高さ位置は、例えば、図4に示す最上部の上下足場組210の底部に当たる作業床212の上方1200mm程度に設定されている。これによって、この高さ位置で煙突100が切断されて上側部分が除去された場合に、残った煙突100の部分が手すりのように働くので、作業の安全性を高めることが容易にできる。すなわち、煙突100そのものを落下防止のための柵として機能させることができる。なお、上記コアボーリング孔100aの穿孔は、以降の下方の煙突100の切断のために順次先行して行うようにしてもよい。 When the scaffolding 200 as described above is provided inside the chimney 100 to the vicinity of the top, then, as shown in FIG. 4, a core drilling hole 100a (through hole) having a diameter of about 200 mm is formed in the chimney 100 by the core drill 310. It is open at four locations on the wall surface at approximately equal intervals in the circumferential direction. In that case, for example, it is preferable to supply cooling water from the inner peripheral side of the chimney 100. The height position of the core boring hole 100a is set to, for example, about 1200 mm above the work floor 212, which is the bottom of the uppermost upper and lower scaffolding assembly 210 shown in FIG. As a result, when the chimney 100 is cut at this height position and the upper portion is removed, the remaining portion of the chimney 100 acts like a handrail, so that the safety of work can be easily enhanced. That is, the chimney 100 itself can function as a fence for fall prevention. The core boring hole 100a may be perforated in advance for the subsequent cutting of the lower chimney 100.

次に、例えば図5に示すように、最上部の作業床212からダイヤモンドワイヤ411を垂らすとともに、コアボーリング孔100aからハーケン412を突き出して上記ダイヤモンドワイヤ411を引き込む。次に、図6に示すように、最上部の上下足場組210がクレーン等によってワイヤ510等を介して吊り上げられて地上に降下させられる。なお、煙突100の上部で分解されてから、クレーンなどで下ろされたり煙突100の内部で降ろされたりしてもよいが、地上に降ろされてから分解する場合には、その分解している間に、並行して、煙突100の上部で次の切断作業を行うことができる。 Next, for example, as shown in FIG. 5, the diamond wire 411 is hung from the uppermost work floor 212, and the harken 412 is projected from the core boring hole 100a to pull in the diamond wire 411. Next, as shown in FIG. 6, the uppermost scaffolding set 210 is lifted by a crane or the like via a wire 510 or the like and lowered to the ground. It may be disassembled at the upper part of the chimney 100 and then lowered by a crane or the like, or may be lowered inside the chimney 100. In parallel, the next cutting operation can be performed on the upper part of the chimney 100.

そして、図7に示すように煙突100における対向する2箇所の、円周方向に4分の1の部分に上記ダイヤモンドワイヤ411を掛け回し、ワイヤソー413にセットする。このようにして、ワイヤソー413により煙突100の円周方向4分の1の2箇所の部分が容易に切断される。このとき、煙突100の内周側から切断部に冷却水を供給することによって、切断部を冷却するとともに粉塵の発生を低減することが容易にできる。上記切断が完了すると、次に、図8に示すように、例えば上記切断部にテーパライナー414を打ち込んだ後、同様にしてワイヤソー413により煙突100の残りの部分を切断することによって、煙突100の上部の部分を輪切りに切断することができる。なお、煙突100を輪切りに切断するためには、ワイヤソー413に限らず、他の種々の切断手法を適用してもよい。また、円周方向4箇所に分けるのに限らず、6箇所などに分けて切断したりしてもよい。 Then, as shown in FIG. 7, the diamond wire 411 is hung around a quarter portion of the chimney 100 facing each other in the circumferential direction and set in the wire saw 413. In this way, the wire saw 413 can easily cut the two portions of the chimney 100 in the circumferential quarter. At this time, by supplying cooling water to the cut portion from the inner peripheral side of the chimney 100, it is possible to easily cool the cut portion and reduce the generation of dust. When the cutting is completed, then, as shown in FIG. 8, for example, by driving the taper liner 414 into the cutting portion and then cutting the remaining part of the chimney 100 with the wire saw 413 in the same manner, the chimney 100 The upper part can be cut into round slices. In addition, in order to cut the chimney 100 into round slices, not only the wire saw 413 but also various other cutting methods may be applied. Further, the cutting is not limited to four places in the circumferential direction, and may be cut into six places or the like.

また、上記切断に先立って、または好ましくは完全に切断される前に、例えば図9に示すようなチェーンスリング511、ワイヤ512、吊天秤513、およびワイヤ514を介して、図示しないクレーン等により吊り上げ可能な状態にされ、切断が完了すると、同図に示すように、切断された煙突100の部分が吊り上げられて、地上に降下させられる。なお、煙突100の吊り上げ方法は上記に限らず、煙突100の規模や高さなど種々の状況に応じて適用されればよい。すなわち、上記のようにワイヤソー413のダイヤモンドワイヤ411を通すためのコアボーリング孔100aを利用して、そのコアボーリング孔100aの上部内周側にチェーンスリング511が掛かるようにしてもよいし、別途、吊り上げ用の貫通孔を形成したり、煙突100に設けられている吊金具を用いたりしてもよい。 Further, prior to the above-mentioned cutting, or preferably before being completely cut, it is lifted by a crane or the like (not shown) via, for example, a chain sling 511, a wire 512, a suspension balance 513, and a wire 514 as shown in FIG. When the cutting is completed, the cut chimney 100 portion is lifted and lowered to the ground as shown in the figure. The method of lifting the chimney 100 is not limited to the above, and may be applied according to various situations such as the scale and height of the chimney 100. That is, as described above, the core boring hole 100a for passing the diamond wire 411 of the wire saw 413 may be used so that the chain sling 511 is hooked on the upper inner peripheral side of the core boring hole 100a, or separately. A through hole for lifting may be formed, or a hanging metal fitting provided on the chimney 100 may be used.

上記のような作業が繰り返されることによって、煙突100の下部まで解体することもできるが、重機の先端が届く例えば30mなどよりも低い下部の部分は重機によって解体してもよい。 By repeating the above work, the lower part of the chimney 100 can be disassembled, but the lower part lower than, for example, 30 m where the tip of the heavy machine can reach may be dismantled by the heavy machine.

上記のように穿孔作業や、煙突切断作業が例えばほぼ全て煙突内部で行われることによって、解体工事に使用する機材や仮設材等の倒壊、飛来、落下などの危険性を大幅に低減することができる。また、コアボーリングやワイヤソー切断時の外部への冷却水飛散も大幅に低減、または実質的にほとんど抑制することができる。さらに、外部への騒音も容易に低減できる。それゆえ、例えば民家に近いエリア等での解体なども容易に可能になる。また、台風等の強風が予測される場合などでも、煙突100の外周部に設けられた足場のように撤去、待避したりする必要性が低いので、作業性の低下を回避することも容易にできる。 By performing almost all the drilling work and chimney cutting work inside the chimney as described above, the risk of collapse, flying, falling, etc. of equipment and temporary materials used for demolition work can be greatly reduced. can. In addition, the scattering of cooling water to the outside during core boring and wire saw cutting can be significantly reduced or substantially suppressed. Further, the noise to the outside can be easily reduced. Therefore, for example, dismantling in an area near a private house can be easily performed. Further, even when a strong wind such as a typhoon is predicted, it is not necessary to remove or evacuate the chimney 100 like a scaffold provided on the outer periphery thereof, so that it is easy to avoid deterioration of workability. can.

また、足場材の量も少なくてすみ、足場材を施工する工期も短縮でき、コストを削減することも容易になる。 In addition, the amount of scaffolding material can be reduced, the construction period for constructing the scaffolding material can be shortened, and the cost can be easily reduced.

また、煙突の形状(例えば太さが一定である場合や下方ほど極端に太くなる等)に左右されず解体作業することが容易である。 Further, the dismantling work is easy regardless of the shape of the chimney (for example, when the thickness is constant or the thickness becomes extremely thick toward the bottom).

100 煙突
100a コアボーリング孔
200 足場
210 上下足場組
210a 上部足場
210b 下部足場
211 足場枠組
212 作業床
213 昇降階段
310 コアドリル
411 ダイヤモンドワイヤ
412 ハーケン
413 ワイヤソー
414 テーパライナー
510 ワイヤ
511 チェーンスリング
512 ワイヤ
513 吊天秤
514 ワイヤ
100 Chimney 100a Core boring hole 200 Scaffolding 210 Upper and lower scaffolding set 210a Upper scaffolding 210b Lower scaffolding 211 Scaffolding frame 212 Work floor 213 Elevating stairs 310 Core drill 411 Diamond wire 412 Haken 413 Wire saw 414 Tapered liner 5 Wire

Claims (7)

筒状構造物の解体方法であって、
上記筒状構造物の内周側に足場を設ける足場組工程と、
上記筒状構造物の上部を内周側から輪切りに切断する切断工程と、
上記筒状構造物の輪切りされた切断部分を吊り上げて地上に降下させる切断部分降下工程と、
上記足場の上部部分を地上に降下させる足場降下工程と、
を有することを特徴とする筒状構造物の解体方法。
It is a method of dismantling a tubular structure.
The scaffolding process of providing a scaffold on the inner peripheral side of the tubular structure and
The cutting process of cutting the upper part of the tubular structure into round slices from the inner peripheral side,
The cutting part descent process of lifting the cut part of the tubular structure and lowering it to the ground,
The scaffolding descent process of lowering the upper part of the scaffolding to the ground,
A method for dismantling a tubular structure, which comprises.
請求項1の筒状構造物の解体方法であって、
上記切断工程は、上記足場の作業床よりも高い位置で上記筒状構造物を切断することを特徴とする筒状構造物の解体方法。
The method for dismantling a tubular structure according to claim 1.
The cutting step is a method for dismantling a tubular structure, which comprises cutting the tubular structure at a position higher than the work floor of the scaffold.
請求項1および請求項2のうち何れか1項の筒状構造物の解体方法であって、
上記切断工程は、上記筒状構造物の壁面に複数の貫通孔を形成した後、上記複数の貫通孔にワイヤソーのワイヤを通して切断することを特徴とする筒状構造物の解体方法。
The method for disassembling a tubular structure according to any one of claims 1 and 2.
The cutting step is a method for disassembling a tubular structure, which comprises forming a plurality of through holes on the wall surface of the tubular structure and then cutting the tubular structure by passing a wire of a wire saw through the plurality of through holes.
請求項1から請求項3のうち何れか1項の筒状構造物の解体方法であって、
上記切断工程は、上記筒状構造物の内周側から切断部分に冷却水を供給する工程を有することを特徴とする筒状構造物の解体方法。
The method for disassembling a tubular structure according to any one of claims 1 to 3.
The cutting step is a method for disassembling a tubular structure, which comprises a step of supplying cooling water from the inner peripheral side of the tubular structure to the cut portion.
請求項1から請求項4のうち何れか1項の筒状構造物の解体方法であって、
上記切断部分降下工程は、上記筒状構造物の壁面に形成された貫通孔の上部内周側に吊り上げ部材を掛けて吊り上げることを特徴とする筒状構造物の解体方法。
The method for disassembling a tubular structure according to any one of claims 1 to 4.
The cutting portion lowering step is a method for disassembling a tubular structure, characterized in that a lifting member is hung on the upper inner peripheral side of a through hole formed in the wall surface of the tubular structure to lift the tubular structure.
請求項1から請求項5のうち何れか1項の筒状構造物の解体方法であって、
上記足場降下工程は、上記上部部分を吊り上げて地上に降下させることを特徴とする筒状構造物の解体方法。
The method for disassembling a tubular structure according to any one of claims 1 to 5.
The scaffold descent step is a method for dismantling a tubular structure, characterized in that the upper portion is lifted and lowered to the ground.
筒状構造物の解体方法であって、
上記筒状構造物の上部を請求項1から請求項6の解体方法の少なくとも1つによって解体し、
上記筒状構造物の下部を重機によって解体することを特徴とする筒状構造物の解体方法。
It is a method of dismantling a tubular structure.
The upper part of the tubular structure is disassembled by at least one of the dismantling methods of claims 1 to 6.
A method for dismantling a tubular structure, which comprises dismantling the lower part of the tubular structure with a heavy machine.
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