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JPH0370068B2 - - Google Patents
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JPH0370068B2 - - Google Patents

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Publication number
JPH0370068B2
JPH0370068B2 JP26738286A JP26738286A JPH0370068B2 JP H0370068 B2 JPH0370068 B2 JP H0370068B2 JP 26738286 A JP26738286 A JP 26738286A JP 26738286 A JP26738286 A JP 26738286A JP H0370068 B2 JPH0370068 B2 JP H0370068B2
Authority
JP
Japan
Prior art keywords
chimney
gunpowder
fall
overturning
wall
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.)
Expired
Application number
JP26738286A
Other languages
Japanese (ja)
Other versions
JPS63122870A (en
Inventor
Yoshio Kawamoto
Joji Ishibashi
Kuniaki Funakoshi
Keiji Inoe
Akihiro Yoshida
Hideaki Murao
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP26738286A priority Critical patent/JPS63122870A/en
Publication of JPS63122870A publication Critical patent/JPS63122870A/en
Publication of JPH0370068B2 publication Critical patent/JPH0370068B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明はコンクリート製の煙突を転倒させる
ことによつてこれを解体する。煙突の解体方法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) This invention dismantles a concrete chimney by overturning it. It concerns a method of dismantling a chimney.

(発明が解決しようとする問題点) 鉄筋コンクリート造煙突の解体は従来、人力に
よつて頂部から壁体を内側にはつり落としながら
高さを低下させる方法、敷地や煙突周辺の安全を
確保して基部のコンクリートをはつり、転倒させ
る方法等により行われている。
(Problem to be solved by the invention) Conventionally, reinforced concrete chimneys have been dismantled by manually lowering the height by dropping the walls inward from the top, or by securing the safety of the site and around the chimney, and then removing the walls from the base. This is done by lifting concrete and overturning it.

ところでこの後者の転倒させる方法では通常は
つりを人力、もしくは機械力によつて行い、転倒
の兆候を監視しながら最後のはつり、鉄筋の切
断、そして転倒開始の確認後、作業員を迅速に退
避させるという要領で解体が実施されるが、作業
員の退避前に転倒が開始されるため解体作業には
危険が伴うのが実情であり、特に最近では煙突が
巨大化して高さが100m以上に及ぶことも稀では
なく、その規模の拡大に従つて破片の飛散する範
囲も拡大し、退避に要する時間の限界より更に危
険性が高まることになる。
By the way, in this latter method of overturning, the lifting is usually carried out manually or mechanically, and the workers are quickly evacuated after the last lift is done, the reinforcing bars are cut, and the start of overturning is confirmed while monitoring for signs of overturning. Demolition is carried out in this manner, but the reality is that demolition work is dangerous because it begins to fall before workers can evacuate.In recent years, chimneys have become enormous, reaching over 100 meters in height. It is not uncommon for this to happen, and as the scale of the evacuation increases, the area over which debris is scattered also expands, making the danger even greater than the time required for evacuation.

この発明は以上の転倒による解体方法の実情を
踏まえ、解体作業の合理化及び安全性の向上を図
る目的からなされたもので、作業員の完全な退避
後に転倒させる方法を採用することによりこれを
実現しようとするものである。
This invention was made with the aim of streamlining the demolition work and improving safety in light of the above-mentioned actual state of demolition methods that involve overturning.This invention was achieved by adopting a method of overturning after the workers have completely evacuated. This is what I am trying to do.

(問題点を解決するための手段) 本発明では従来人力に頼つていた最終段階のは
つりを火薬を利用して行うことにより解体作業の
合理化、そして安全性及び精度の向上を図る。
(Means for Solving the Problems) The present invention aims to streamline the dismantling work and improve safety and precision by using gunpowder to perform the final stage of chipping, which conventionally relied on human power.

煙突の火薬による爆破に先立つて基部の所定の
箇所だけはつつておき、火薬装填後、作業員を安
全な区域まで退避させ、火薬に点火して煙突を転
倒させる。
Before blowing up a chimney with gunpowder, only a designated part of the base is pricked, and after loading the gunpowder, workers are evacuated to a safe area, and the gunpowder is ignited to topple the chimney.

基部の壁体は、予め設定された転倒方向に関し
て対称に転倒方向前方から後方にかけてU字状
に、且つ所要の高さだけはつられる。
The wall of the base is symmetrically suspended with respect to a predetermined falling direction from the front to the rear in a U-shape and at a required height.

この煙突の重心軸に関してU字状にはつられる
部分の中心角及び所要の高さは煙突の全重量、基
部断面の断面性能等に応じ、計算によつて求めら
れる。
The central angle and required height of the U-shaped part with respect to the center of gravity axis of the chimney are calculated based on the total weight of the chimney, the cross-sectional performance of the base section, etc.

火薬は壁体の転倒方向前面とはつり箇所の両端
に装填され、転倒方向の後方に位置するはつり箇
所両端の火薬は、その部分に配筋される主筋の圧
縮力を解放するとともに、爆発力による上向きの
衝撃力と転倒力を与え、転倒を効率的に、また正
確に行うため転倒方向前面の火薬より僅かに遅れ
て点火される。
Gunpowder is loaded at the front of the wall in the direction of overturning and at both ends of the hanging point, and the gunpowder at both ends of the hanging point located at the rear of the falling direction releases the compressive force of the main reinforcement placed in that part, and also releases the compressive force due to the explosive force. The gun is ignited slightly later than the gunpowder at the front in the direction of overturning to provide upward impact force and overturning force and to overturn efficiently and accurately.

(実施例) 以下本発明を一実施例を示す図面に基づいて説
明する。
(Example) The present invention will be described below based on drawings showing one example.

この発明は第1図−に示すような鉄筋コンク
リート造の煙突Aを、その基部の壁体1を部分的
にはつつた後に火薬2の爆破によつて転倒させ、
解体する方法である。第1図の,,,は
の各W−W線,X−X線,Y−Y線,Z−Z線
の断面を示す。
In this invention, a chimney A made of reinforced concrete as shown in FIG.
This is a method of dismantling it. 1, , , indicate cross sections taken along the WW line, the X-X line, the Y-Y line, and the Z-Z line.

第2図は一般的な高さ、65mの煙突Aの実施例
を示したものである。
Figure 2 shows an example of a chimney A with a typical height of 65 m.

図中ハツチングを施した箇所ははつり部分を、
点を入れた箇所a部、b部は火薬2の装填部分を
それぞれ示す。また矢印は設定された煙突Aの転
倒方向を、における中心、における一点鎖線
は重心軸を示している。
The hatched parts in the figure are the cutout parts,
The dotted portions a and b indicate the charging portions of the gunpowder 2, respectively. Further, the arrow indicates the set falling direction of the chimney A, the center thereof, and the dashed line indicates the center of gravity axis.

に示すようにはつり部分は重心軸回りに、転
倒方向に関して対称に転倒方向前方から後方にか
けてU字状に設定され、その中心角θは煙突Aの
重量、基部断面の断面性能、開口cの大きさ及び
その周囲の補強状態等各種の条件に基づく計算に
よつて決定される。この中心角θは転倒に確実性
のため図示するように優角とすることが望まし
い。
As shown in , the hanging part is set in a U-shape symmetrically around the center of gravity axis from the front to the rear in the direction of fall, and the center angle θ is determined by the weight of chimney A, the cross-sectional performance of the base section, and the size of opening c. It is determined by calculations based on various conditions such as the height and reinforcement state of the surrounding area. It is desirable that this central angle θ is a dominant angle as shown in the figure to ensure that the device does not fall over.

またに示すようにはつり部分の高さは転倒方
向前方から後方に向けて次第に小さく設定され
る。この高さh〜h′もまた中心角θ同様種々の条
件に従つて決定される。
Further, as shown in , the height of the suspended portion is set gradually smaller from the front toward the rear in the direction of the fall. The heights h to h' are also determined according to various conditions like the central angle θ.

火薬2の装填部分a部、b部の幅、高さも上述
の条件に一定の安全率を見込んで決定される。a
部とb部とに装填された火薬2は爆破時、それぞ
れ一定の時間をおいて点火される。すなわちa部
にまず点火し、続いて数秒後b部に点火するとい
う要領で壁体1に爆破される。
The width and height of the charging portions a and b of the gunpowder 2 are also determined taking into account the above-mentioned conditions and a certain safety factor. a
The gunpowder 2 loaded in parts 2 and 3 is ignited after a certain period of time during detonation. That is, part a is ignited first, and then part b is ignited several seconds later, and the wall 1 is blown up.

第3図は規模の大きい、高さ100mの煙突Aの
実施例を示したもので、特に開口c周囲に補強の
ための鉄骨3が入れられてある場合である。
Fig. 3 shows an example of a large-scale chimney A with a height of 100 m, especially when a steel frame 3 is placed around the opening c for reinforcement.

この場合も第2図の実施例と同様にはつり部分
の中心角θ及び高さh〜h′が決められるが、壁体
1のはつりとともに、開口c補強部の解体として
鉄骨3の切断が行われる。
In this case as well, the central angle θ and the heights h to h' of the suspended portion are determined in the same way as in the embodiment shown in FIG. be exposed.

次に第4図により作業手順を説明する。 Next, the working procedure will be explained with reference to FIG.

まず詳細な計算に基づいて決定された、はつり
部分と火薬2装填部分の中心角θ、高さh〜h′等
の値に従つて壁体1にマーキングする()。こ
のとき煙突A周囲の状況、風向き及び風力を十分
に配慮した上で転倒方向が決められる。また例え
ば第1図−,,,等煙突Aの要所をコア
ボーリングし、各壁体1の解体時現在のコンクリ
ート強度を確認して上記の値と照合し、必要があ
ればこれを修正する。
First, markings are made on the wall 1 according to values such as the central angle θ and the heights h to h' of the chisel portion and the two gunpowder loading portions, which are determined based on detailed calculations (). At this time, the direction of the overturning is determined by fully considering the situation around the chimney A, the wind direction, and the wind force. In addition, for example, perform core boring at key points of chimney A such as in Figure 1, check the current concrete strength at the time of dismantling each wall 1, compare it with the above value, and correct it if necessary. .

壁体1へのマーキングに続いて決められた火薬
2装填部分a部,b部に火薬挿入用の削孔1bを
穿設する()。
Following marking on the wall 1, holes 1b for inserting the gunpowder are drilled in the determined gunpowder 2 loading portions a and b ().

次にマーキングの施された箇所のはつりを転倒
方向左右の均衡を保ちながらブレーカ4等により
行い()、削孔1dに火薬2を装填する()。
このときはつり部分の必要本数の鉄筋を切断して
おき、また煙突Aの転倒位置に衝撃を和らげるた
めに緩衡材5を設置する。
Next, the marked portion is chiseled using a breaker 4 or the like while maintaining balance in the left and right directions of falling (), and the gunpowder 2 is loaded into the drilled hole 1d ().
At this time, the necessary number of reinforcing bars for the suspended portion are cut, and a buffer material 5 is installed at the tipping position of the chimney A to soften the impact.

ここで火薬2の爆破の準備後、直ちに全作業員
を退避させ、これを確認する。
After preparing to explode Gunpowder 2, all workers will be evacuated immediately and this will be confirmed.

続いて火薬2装填部分のa部,b部に相次いで
点火し、基部を爆砕する()。
Next, parts a and b of the two gunpowder parts are ignited one after another, and the base is exploded ().

煙突Aの転倒後()、煙突Aを更にブレーカ
4で小割り・解体し、これを処分して解体作業は
終了する。
After the chimney A falls over (), the chimney A is further broken down and dismantled using the breaker 4, and disposed of to complete the demolition work.

(発明の効果) この発明は以上の通りであり、煙突基部の必要
箇所だけ予めはつつておき、後は作業員の完全退
避後に爆破による転倒を行うものであるため作業
の簡素化、作業時間の短縮化が実現されると同時
に、安全性の向上を図ることが可能である。
(Effects of the Invention) This invention is as described above, and only necessary parts of the base of the chimney are pierced in advance, and the rest is blown over after the workers have completely evacuated, which simplifies the work and reduces the work time. It is possible to shorten the time and at the same time improve safety.

またコンクリートのはつりは入念な計算に基づ
いて実施されるため転倒の確実性および精度を高
めることができる。
In addition, since concrete chiseling is carried out based on careful calculations, it is possible to increase the certainty and precision of tipping.

【図面の簡単な説明】[Brief explanation of drawings]

第1図−は煙突の全容を示した立面図、,
,,はその各W−W線,X−X線,Y−Y
線,Z−Z線断面図、第2図は煙突基部のはつり
及び削孔穿設の実施状況を示したもので、は平
面図、は立面図、第3図は他の実施例を示した
もので、は平面図、は転倒方向立面図、は
その側面図、第4図−〜は作業手順を示した
概要図である。 A……煙突、C……開口、1……壁体、1d…
…削孔、2……火薬、3……鉄骨、4……ブレー
カ、5……緩衝材。
Figure 1 is an elevation view showing the entire chimney.
, , are their respective W-W lines, X-X lines, Y-Y
Figure 2 shows the implementation of chiseling and drilling of the base of the chimney, Figure 3 shows a plan view, Figure 3 shows an elevation view, and Figure 3 shows another example. 4 is a plan view, is an elevation view in the direction of overturning, is a side view, and FIGS. A... Chimney, C... Opening, 1... Wall, 1d...
...Drilling, 2...Gunpowder, 3...Steel frame, 4...Breaker, 5...Buffer material.

Claims (1)

【特許請求の範囲】[Claims] 1 鉄筋コンクリート造煙突の基部の壁体を、所
定の転倒方向に関して対称に転倒方向前方から後
方にかけてU字状に、且つ所要の高さだけはつる
とともに、壁体の転倒方向前面とはつり箇所の両
端に火薬挿入用の消孔を穿設した後、消孔に火薬
を装填し、転倒方向前面の火薬に続き、一定の時
間をおいてはつり箇所両端の火薬に点火し、煙突
基部を爆砕してこれを転倒させることを特徴とす
る煙突の解体方法。
1. The wall at the base of the reinforced concrete chimney is symmetrically arranged in a U-shape from the front to the rear in the direction of fall with respect to the specified direction of fall, and the required height is connected to the front of the wall in the direction of fall and both ends of the hanging point. After drilling an extinguishing hole for inserting gunpowder, load gunpowder into the extinguisher hole, ignite the gunpowder at the front in the direction of the fall, and after a certain period of time, ignite the gunpowder at both ends of the tipping point to explode the base of the chimney. A method of dismantling a chimney that is characterized by overturning it.
JP26738286A 1986-11-10 1986-11-10 Method for disassembling chimney Granted JPS63122870A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26738286A JPS63122870A (en) 1986-11-10 1986-11-10 Method for disassembling chimney

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26738286A JPS63122870A (en) 1986-11-10 1986-11-10 Method for disassembling chimney

Publications (2)

Publication Number Publication Date
JPS63122870A JPS63122870A (en) 1988-05-26
JPH0370068B2 true JPH0370068B2 (en) 1991-11-06

Family

ID=17444066

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26738286A Granted JPS63122870A (en) 1986-11-10 1986-11-10 Method for disassembling chimney

Country Status (1)

Country Link
JP (1) JPS63122870A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4790357B2 (en) * 2005-09-21 2011-10-12 ベステラ株式会社 Depressing method of regenerative furnace of hot stove
JP4654121B2 (en) * 2005-12-19 2011-03-16 三菱化学株式会社 Pulling down structures
JP6893401B2 (en) * 2016-07-25 2021-06-23 株式会社フジタ How to dismantle a columnar structure
CN110520582A (en) * 2017-04-13 2019-11-29 贝斯特罗株式会社 How to knock down a tower-like building that utilizes the base
JP7556190B2 (en) * 2021-08-31 2024-09-26 大成建設株式会社 How tower-like structures collapse
JP7709630B2 (en) * 2021-10-12 2025-07-17 ベステラ株式会社 Method for toppling a tower-like structure using a concrete foundation and base flange
JP7709632B2 (en) * 2022-04-18 2025-07-17 ベステラ株式会社 Method for toppling a tower-like structure using an anchor ring as a toppling axis

Also Published As

Publication number Publication date
JPS63122870A (en) 1988-05-26

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