JP2009249808A - Demolition method for hollow tower-like structure - Google Patents

Demolition method for hollow tower-like structure Download PDF

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JP2009249808A
JP2009249808A JP2008094576A JP2008094576A JP2009249808A JP 2009249808 A JP2009249808 A JP 2009249808A JP 2008094576 A JP2008094576 A JP 2008094576A JP 2008094576 A JP2008094576 A JP 2008094576A JP 2009249808 A JP2009249808 A JP 2009249808A
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hollow tower
cut
curable fluid
harmful substances
hollow
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JP5189397B2 (en
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Shigeru Matsuda
繁 松田
Kozo Yamaguchi
耕造 山口
Hideo Miyazawa
秀雄 宮澤
Chikayuki Tani
慎行 谷
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a demolition method for a hollow tower-like structure which can prevent harmful substances from being scattered by a filling failure even if an inorganic curable fluid or the like is not sufficiently filled although a scattering covering layer with a moderate thickness for covering the harmful substances with the inorganic curable fluid such as mortar is formed. <P>SOLUTION: A tubular form 3 is installed in the hollow tower-like structure (chimney) 1 wherein the harmful substances exist on an inner peripheral surface; the inorganic curable fluid 9 is filled into a space between the tubular form 3 and the hollow tower-like structure 1; and after the curing of the inorganic curable fluid 9, the hollow tower-like structure 1 including the tubular form 3 is cut in round slices in a circumferential direction. A plurality of injection holes 10 are formed in estimated cutting positions, respectively; a fire-resistant lining material 2 is impregnated with an immersion solidification agent 11 which is injected from the injection holes, and after the solidification of the immersion solidification agent, they are cut in round slices. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、例えば、内周面の耐火ライニング材として石綿(アスベスト)が用いられている煙突や、内周面又は耐火ライニング材にダイオキシンが付着しているような煙突などのように、内周面に有害物質が存在する中空塔状構造物の解体方法に関する。   The present invention provides, for example, a chimney in which asbestos (asbestos) is used as a fireproof lining material on the inner peripheral surface, and a chimney in which dioxin is attached to the inner peripheral surface or fireproof lining material. The present invention relates to a method for dismantling a hollow tower structure in which harmful substances are present on the surface.

内周面に石綿やダイオキシン等の有害物質が存在する中空塔状構造物の内部に硬化性流動物を充填して、有害物質の飛散養生を行うことにより、中空塔状構造物をワイヤーソーなどで輪切り状に切断する際、石綿やダイオキシン等の有害物質が飛散しないようにした中空塔状構造物の解体方法は、特許文献1、2等によって既に知られている。   Filling the inside of a hollow tower structure with harmful substances such as asbestos and dioxin on the inner peripheral surface, and carrying out curing curing of the harmful substances, the hollow tower structure is transformed into a wire saw, etc. A method for disassembling a hollow tower structure in which harmful substances such as asbestos and dioxin are not scattered when cutting into a ring shape is already known from Patent Documents 1 and 2.

特許文献1に記載の中空塔状構造物の解体方法は、中空塔状構造物の内部に発泡性ポリウレタン、発泡性ポリスチレン、発泡モルタル等を全充填して、発泡硬化させた後、中空塔状構造物を発泡硬化した充填物ごと輪切り状に切断する方法である。   The method for disassembling the hollow tower structure described in Patent Document 1 is to fill the interior of the hollow tower structure with foamable polyurethane, foamable polystyrene, foam mortar, etc. This is a method of cutting a structure into a ring shape together with a foam-cured filler.

特許文献2に記載の中空塔状構造物の解体方法は、中空塔状構造物の内部に収縮した状態のエアチューブを挿入し、このエアチューブを膨張させて中空塔状構造物の内部に同心状に固定した後、中空塔状構造物とエアチューブの間の空間に発泡剤(発泡ウレタンや発泡スチロールとなる有機系発泡材料)を充填し、発泡剤が発泡硬化した後、エアチューブを収縮させて除去し、しかる後、中空塔状構造物を発泡硬化した発泡剤ごと輪切り状に切断する方法である。   In the method for disassembling the hollow tower structure described in Patent Document 2, an air tube in a contracted state is inserted into the hollow tower structure, and the air tube is expanded to be concentric inside the hollow tower structure. After fixing to a shape, the space between the hollow tower structure and the air tube is filled with a foaming agent (an organic foam material that becomes urethane foam or polystyrene), and after the foaming agent is foam-cured, the air tube is shrunk. Then, the hollow tower-like structure is cut into a ring shape together with the foaming agent that has been foam-cured.

これらの解体方法は、中空塔状構造物の周囲に密閉空間を形成して、密閉空間内で中空塔状構造物を解体処理する方法や、中空塔状構造物内部の有害物質を高圧水洗浄によって先行撤去する解体方法に較べると、有害物質含有の粉塵環境下での作業が無く、有害物質の周辺への漏出の恐れが少ないなど、多くの利点を有しており、作業員に対する有害物質暴露の観点からも安全性に優れている。   These dismantling methods include a method of forming a sealed space around the hollow tower structure and disassembling the hollow tower structure in the sealed space, or cleaning the harmful substances inside the hollow tower structure with high-pressure water. Compared with the dismantling method that removes in advance, there are many advantages such as no work in a dust environment containing harmful substances and less risk of leakage of harmful substances to the surroundings. Excellent safety from the viewpoint of exposure.

しかしながら、これらの解体方法においても、幾つかの問題点が指摘されている。例えば、特許文献1、2に見られるように、中空塔状構造物の内部に充填する硬化性流動物として、発泡性ポリウレタン、発泡性ポリスチレン等の有機系発泡材料を用いた場合、発泡固化による自己発熱や切断時の火花や摩擦熱などによって発火する恐れがある。   However, some problems have been pointed out in these dismantling methods. For example, as seen in Patent Documents 1 and 2, when an organic foamed material such as foamable polyurethane or foamable polystyrene is used as the curable fluid to be filled in the hollow tower-like structure, it is caused by foam solidification. There is a risk of ignition due to self-heating, sparks during cutting or frictional heat.

このような不都合を回避する手段としては、有機系発泡材料に代えて、モルタル等の無機系硬化性流動物を用いることが先ず考えられる。しかし、特許文献1のように中空塔状構造物の内部に全充填する方法では、モルタル等の無機系硬化性流動物を用いると、充填物の構造物躯体に対する重量比が大きくなり過ぎ、輪切り状に切断した構造物ピースの搬出中に充填物が脱落して有害物質が飛散する可能性が大きい。   As a means for avoiding such inconvenience, it is conceivable to use an inorganic curable fluid such as mortar instead of the organic foam material. However, in the method of completely filling the inside of the hollow tower structure as in Patent Document 1, if an inorganic curable fluid such as mortar is used, the weight ratio of the packing to the structure housing becomes too large, and the ring is cut. There is a high possibility that the stuff will fall off and the harmful substances will be scattered while the structure piece cut into a shape is carried out.

この点、特許文献2のように、中空塔状構造物とエアチューブの間の空間に充填する方法であれば、充填物による飛散養生層を必要最小限度まで薄くして、充填物の構造物躯体に対する重量比を一定以下に抑えることができる。その反面、この方法では、中空塔状構造物の内部に全充填する場合に比して、内部に空隙が生じないようにモルタル等の無機系硬化性流動物を密実に打設することが難しくなり、往々にして充填不良が生じる。そして、充填不良があると、中空塔状構造物を充填物ごと輪切り状に切断した際、充填不良箇所の有害物質が露出し、外部に飛散する可能性が大きい。   In this regard, as in Patent Document 2, if it is a method of filling the space between the hollow tower structure and the air tube, the scattering curing layer by the packing is thinned to the minimum necessary, and the structure of the packing The weight ratio with respect to the housing can be kept below a certain level. On the other hand, in this method, it is difficult to densely place an inorganic curable fluid such as mortar so that no voids are generated in the interior of the hollow columnar structure as compared with the case where the entire structure is filled. Often results in poor filling. If there is poor packing, when the hollow tower-like structure is cut into a circular shape together with the packing, there is a high possibility that harmful substances in the defective packing will be exposed and scattered outside.

また、特許文献1、2の何れの解体方法においても、中空塔状構造物を充填物ごと輪切り状に切断する際、耐火ライニング材の切断面から有害物質が飛散する可能性がある。   Moreover, in any dismantling method of patent documents 1 and 2, when a hollow tower-like structure is cut into a circular shape together with the packing, harmful substances may be scattered from the cut surface of the refractory lining material.

特開平8−120953号公報Japanese Patent Application Laid-Open No. 8-120953 特開2003−343827号公報JP 2003-343827 A

本発明は、上記の点に留意して成されたものであって、その主たる目的とするところは、モルタル等の無機系硬化性流動物によって有害物質を被覆する適度な厚さの飛散養生層を形成するにもかかわらず、充填不良が生じても充填不良に起因する有害物質の飛散を防止できるようにした中空塔状構造物の解体方法を提供することにある。本発明の他の目的は、中空塔状構造物を輪切り状に切断する際、耐火ライニング材の切断面から有害物質が飛散しないようにすることにある。   The present invention has been made in consideration of the above points, and the main purpose thereof is a scattering curing layer having an appropriate thickness that covers harmful substances with an inorganic curable fluid such as mortar. It is an object of the present invention to provide a method for dismantling a hollow tower structure that can prevent scattering of harmful substances caused by poor packing even if defective packing occurs. Another object of the present invention is to prevent harmful substances from scattering from the cut surface of the refractory lining material when the hollow tower-like structure is cut into a ring shape.

上記の目的を達成するために本発明が講じた技術的手段は、次のとおりである。即ち、請求項1に記載の発明による中空塔状構造物の解体方法は、内周面に有害物質が存在する中空塔状構造物の内部に筒状型枠を設置し、筒状型枠と中空塔状構造物との間の空間に無機系硬化性流動物を充填し、その無機系硬化性流動物の硬化後、中空塔状構造物を筒状型枠ごと周方向に切断することを特徴としている。   The technical means taken by the present invention in order to achieve the above object are as follows. That is, in the method for disassembling a hollow tower structure according to the first aspect of the present invention, a cylindrical formwork is installed inside a hollow tower structure in which harmful substances are present on the inner peripheral surface. Filling the space between the hollow columnar structure with an inorganic curable fluid, and after curing the inorganic curable fluid, cutting the hollow columnar structure together with the cylindrical formwork in the circumferential direction. It is a feature.

請求項2に記載の発明による中空塔状構造物の解体方法は、請求項1に記載の中空塔状構造物の解体方法であって、中空塔状構造物の外部から切断予定位置に周方向に適当間隔をあけて複数の注入用孔を穿設し、これらの注入用孔から注入した浸漬固化剤を中空塔状構造物内周面の耐火ライニング材に含浸させて固化させた後、中空塔状構造物を筒状型枠ごと周方向に切断することを特徴としている。   A method for disassembling a hollow tower structure according to the invention described in claim 2 is the dismantling method for a hollow tower structure according to claim 1, wherein the hollow tower structure is circumferentially moved from the outside of the hollow tower structure to a planned cutting position. A plurality of injection holes are formed at appropriate intervals, and the immersion solidifying agent injected from these injection holes is impregnated into the refractory lining material on the inner peripheral surface of the hollow tower structure and solidified. The tower-like structure is cut in the circumferential direction together with the cylindrical formwork.

請求項1に記載の発明によれば、中空塔状構造物の内部に筒状型枠を設置し、筒状型枠と中空塔状構造物との間の空間に無機系硬化性流動物を充填するので、モルタル等の無機系硬化性流動物によって有害物質を被覆する適度な厚さの飛散養生層を形成することができる。また、中空塔状構造物を筒状型枠ごと周方向に切断するので、筒状型枠が飛散養生層の補強材となって、切断時における飛散養生層の剥がれ落ちを防止できる。   According to invention of Claim 1, a cylindrical formwork is installed in the inside of a hollow tower-like structure, and an inorganic type curable fluid is put in the space between a cylindrical formwork and a hollow tower-like structure. Since it fills, the scattering curing layer of the moderate thickness which coat | covers a hazardous | toxic substance with inorganic type curable fluids, such as mortar, can be formed. Moreover, since a hollow tower-like structure is cut | disconnected in the circumferential direction with a cylindrical formwork, a cylindrical formwork becomes a reinforcing material of a scattering curing layer, and can prevent peeling of a scattering curing layer at the time of a cutting | disconnection.

殊に、中空塔状構造物を筒状型枠ごと周方向に切断するので、無機系硬化性流動物の充填不良が生じても、中空塔状構造物を輪切り状に切断した際、充填不良箇所が筒状型枠で被覆されることになり、フェイルセーフの効果が発揮されるため、充填不良に起因する有害物質の飛散を防止できる。   In particular, since the hollow tower-like structure is cut in the circumferential direction together with the cylindrical formwork, even if the inorganic curable fluid is poorly filled, the poor filling will occur when the hollow tower-like structure is cut into a round shape. Since the part is covered with the cylindrical formwork and the fail-safe effect is exhibited, it is possible to prevent scattering of harmful substances due to poor filling.

請求項2に記載の発明によれば、上記の効果に加えて、中空塔状構造物を輪切り状に切断する際、耐火ライニング材の切断面から有害物質が飛散することを確実に防止できるという効果がある。即ち、中空塔状構造物の切断予定位置に周方向に適当間隔をあけて複数の注入用孔を穿設し、これらの注入用孔から注入した浸漬固化剤を中空塔状構造物内周面の耐火ライニング材に含浸させて固化させた後、中空塔状構造物を輪切り状に切断するので、中空塔状構造物を切断するワイヤーソーは、浸漬固化剤によってワイヤーソーの厚みよりも上下幅のあるリング状に固化された耐火ライニング材の上下幅中央部を切り進んで行くことになり、耐火ライニング材の切断面から有害物質が飛散することがない。   According to invention of Claim 2, in addition to said effect, when cutting a hollow tower-like structure in a ring shape, it can be surely prevented that harmful substances are scattered from the cut surface of the refractory lining material. effective. That is, a plurality of injection holes are formed at appropriate intervals in the circumferential direction at the planned cutting position of the hollow tower structure, and the immersion solidifying agent injected from these injection holes is supplied to the inner peripheral surface of the hollow tower structure. After impregnating the refractory lining material and solidifying it, the hollow tower-like structure is cut into round shapes, so the wire saw that cuts the hollow tower-like structure is wider than the thickness of the wire saw by the immersion solidifying agent. The center portion of the refractory lining material solidified in a ring shape is cut and advanced so that no harmful substances are scattered from the cut surface of the refractory lining material.

以下、本発明の実施形態を図面に基づいて説明する。図1〜図6は、本発明に係る中空塔状構造物の解体方法の一例を示す。図1の(A)において、1は中空塔状構造物としての鉄筋コンクリート造の煙突であり、内周面には有害物質としての石綿による耐火ライニング材2が設けられている。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 6 show an example of a method for disassembling a hollow tower structure according to the present invention. In FIG. 1A, reference numeral 1 denotes a reinforced concrete chimney as a hollow tower-like structure, and a fireproof lining material 2 made of asbestos as a harmful substance is provided on the inner peripheral surface.

このような煙突(中空塔状構造物)1を解体するにあたり、先ず、図1の(B)に示すように、煙突1の内部に、紙ボイド、スパイラル鉄管等から成る断面円形の筒状型枠(筒状の打込み型枠)3を同心円状に設置する。   In disassembling such a chimney (hollow tower-like structure) 1, first, as shown in FIG. 1 (B), inside the chimney 1 is a cylindrical mold having a circular cross section composed of a paper void, a spiral iron pipe, and the like. A frame (cylindrical driving form) 3 is installed concentrically.

筒状型枠3の下端部は、図2の(A)に示すように、下部煙道開口4から流し込んだ型枠固定用モルタル5により固定し、以後の工程において、筒状型枠3が不測に動かないようにすると共に、筒状型枠3の内部に飛散養生用の無機系硬化性流動物が流入しないようにする。   As shown in FIG. 2A, the lower end of the cylindrical mold 3 is fixed by a mold fixing mortar 5 poured from the lower flue opening 4, and in the subsequent steps, the cylindrical mold 3 is fixed. It is made not to move unexpectedly and to prevent the inorganic curable fluid for scattering curing from flowing into the inside of the cylindrical mold 3.

次に、図2の(B)に示すように、煙突1の適当高さ(例えば、底から1000mm程度の高さ)の外周に切断時の冷却・養生水を受けるためのリング状の樋6を設置し、且つ、樋6に入った冷却・養生水を集めるためのタンク7を煙突1近くの地面に設置し、下部煙道開口4など煙突1最上部以外の開口を適当な蓋体8で閉塞する。   Next, as shown in FIG. 2 (B), a ring-shaped bowl 6 for receiving cooling / curing water at the time of cutting on the outer periphery of the chimney 1 at an appropriate height (for example, a height of about 1000 mm from the bottom). And a tank 7 for collecting cooling / curing water contained in the tub 6 is installed on the ground near the chimney 1, and an opening other than the uppermost part of the chimney 1 such as the lower flue opening 4 is provided with an appropriate lid 8. Block with.

この状態で、図3の(A)に示すように、煙突1の上端から煙突1の耐火ライニング材2と筒状型枠3との間の空間にモルタル等の無機系硬化性流動物9を充填する。   In this state, as shown in FIG. 3A, an inorganic curable fluid 9 such as mortar is placed in the space between the refractory lining material 2 of the chimney 1 and the cylindrical mold 3 from the upper end of the chimney 1. Fill.

しかる後、適当な時点で、例えば、無機系硬化性流動物9の硬化により飛散養生層が形成された後に、図3の(B)に示すように、煙突1の外部から切断予定位置に周方向に適当間隔をあけて複数の注入用孔10を穿ち、これらの注入用孔10から注入した浸漬固化剤11を煙突1内周面の耐火ライニング材2に含浸させて固化させる。   Thereafter, at an appropriate time, for example, after the scattering curing layer is formed by curing the inorganic curable fluid 9, the outer periphery of the chimney 1 is moved to the planned cutting position as shown in FIG. A plurality of injection holes 10 are formed at appropriate intervals in the direction, and the immersion solidifying agent 11 injected from these injection holes 10 is impregnated into the refractory lining material 2 on the inner peripheral surface of the chimney 1 to be solidified.

耐火ライニング材2が所定の上下幅(後述するワイヤーソー12の厚みよりも上下に広い幅であり、例えば10〜20mm程度)をもつリング状に固化した後、図4の(A)、(B)に示すように、ワイヤーソー12により、煙突1を筒状型枠3ごと周方向に所望長さの輪切り状に切断する。尚、この切断は、煙突1の外周面に冷却・養生水を散布しつつ行われる。切断により有害物質を含んだ冷却・養生水は煙突1外周面を伝って樋6に流入し、タンク7に集められる。煙突1の内側を伝い落ちる冷却・養生水は型枠固定用モルタル5で受け止められ、排水ポンプ(図示せず)により適宜排水され、前記タンク7に集められる。   After the refractory lining material 2 is solidified into a ring shape having a predetermined vertical width (a width wider than the thickness of the wire saw 12 described later, for example, about 10 to 20 mm), (A), (B ), The chimney 1 is cut together with the cylindrical formwork 3 into a ring shape of a desired length in the circumferential direction by the wire saw 12. This cutting is performed while spraying cooling / curing water on the outer peripheral surface of the chimney 1. Cooling / curing water containing harmful substances by cutting flows along the outer peripheral surface of the chimney 1 and flows into the tank 6 and is collected in the tank 7. Cooling / curing water flowing down the inside of the chimney 1 is received by the mold fixing mortar 5 and appropriately drained by a drain pump (not shown) and collected in the tank 7.

この場合、煙突1を筒状型枠3ごと輪切り状に切断するので、筒状型枠3が無機系硬化性流動物9による飛散養生層の補強材となって、切断時における飛散養生層の剥がれ落ちを防止できる。また、煙突1を筒状型枠3ごと輪切り状に切断するので、無機系硬化性流動物9の充填不良が生じても、煙突1を輪切り状に切断した際、充填不良箇所が筒状型枠3で被覆されることになり、フェイルセーフの効果が発揮されるため、充填不良に起因する有害物質の飛散を防止できる。   In this case, since the chimney 1 is cut together with the cylindrical mold 3 in a ring shape, the cylindrical mold 3 serves as a reinforcing material for the scattering curing layer by the inorganic curable fluid 9, and the scattering curing layer at the time of cutting It can prevent peeling off. In addition, since the chimney 1 is cut into a circular shape together with the cylindrical formwork 3, even if a poor filling of the inorganic curable fluid 9 occurs, when the chimney 1 is cut into a circular shape, the defective filling portion is a cylindrical shape. Since it is covered with the frame 3 and the fail-safe effect is exhibited, it is possible to prevent scattering of harmful substances due to poor filling.

しかも、図4の(B)に示すように、ワイヤーソー12は、浸漬固化剤11によってワイヤーソーの厚みよりも上下幅のあるリング状に固化された耐火ライニング材2の上下幅中央部を切り進んで行くことになり、図5の(A)、(B)に示すように、耐火ライニング材2の切断面は浸漬固化剤11が含浸し固化した状態にあるので、耐火ライニング材2の切断面から石綿等の有害物質が飛散しない。浸漬固化剤11としては、例えば、無機質系水系の商品名:アスシールSil(菊水化学工業社製)や、合成樹脂系の商品名:ARシーラー(エービーシー商会社製)等を用いることができる。   Moreover, as shown in FIG. 4 (B), the wire saw 12 cuts the central portion of the fire-resistant lining material 2 solidified into a ring shape having a vertical width larger than the thickness of the wire saw by the immersion solidifying agent 11. As shown in FIGS. 5A and 5B, the cut surface of the refractory lining material 2 is impregnated with the immersion solidifying agent 11 and solidified, so that the refractory lining material 2 is cut. No harmful substances such as asbestos are scattered from the surface. As the immersion solidifying agent 11, for example, an inorganic water-based product name: Asseal Sil (manufactured by Kikusui Chemical Co., Ltd.), a synthetic resin-based product name: AR sealer (manufactured by ABC Sea Trading Company), or the like can be used.

図6の(A)に示すように、切断されたピースをシート13で密封養生し、この状態で特別管理廃棄処分地に向けて搬出される。シート13としては、厚手(例えば、厚さ0.15mm程度)のポリエチレンシートを用いることが望ましい。また、密封を確実とするためにシート同士の接合部分及びシート端部は粘着テープによって接着することが望ましい。   As shown to (A) of FIG. 6, the cut piece is sealed and cured with the sheet | seat 13, and it is carried out toward a special management disposal disposal site in this state. As the sheet 13, it is desirable to use a thick polyethylene sheet (for example, a thickness of about 0.15 mm). Moreover, in order to ensure sealing, it is desirable to adhere | attach the joining part and sheet | seat edge part of sheets with an adhesive tape.

そして、図6の(B)示すように、次の切断予定位置に対する注入用孔10の穿設、浸漬固化剤11の注入といった、図3の(B)以降の工程を繰り返して、内周面に有害物質が存在する煙突1の解体を行うのである。   Then, as shown in FIG. 6 (B), the inner peripheral surface is repeated by repeating the steps after FIG. 3 (B) such as drilling of the injection hole 10 at the next scheduled cutting position and injection of the immersion solidifying agent 11. The chimney 1 in which harmful substances are present is dismantled.

以上、本発明の実施形態について説明したが、本発明は上述した実施形態に限定されるべきものではない。例えば、上述した実施形態においては、無機系硬化性流動物9の硬化後、煙突1の切断予定位置に注入用孔10を穿設したが、無機系硬化性流動物9が未だ固まらない間に注入用孔10を穿設してもよい。また、上述した実施形態においては、煙突1を輪切り状に切断した後、次の切断予定位置に対する注入用孔10の穿設、浸漬固化剤11の注入を行っているが、最初の切断作業に先行して、全段又は複数段の切断予定位置に対する注入用孔10の穿設、浸漬固化剤11の注入を行ってもよい。   As mentioned above, although embodiment of this invention was described, this invention should not be limited to embodiment mentioned above. For example, in the embodiment described above, after the inorganic curable fluid 9 is cured, the injection hole 10 is drilled at the planned cutting position of the chimney 1, while the inorganic curable fluid 9 is not yet solidified. An injection hole 10 may be formed. In the above-described embodiment, after the chimney 1 is cut into a ring shape, the injection hole 10 is drilled to the next scheduled cutting position and the immersion solidifying agent 11 is injected. Prior to this, the injection hole 10 may be drilled at the entire or a plurality of stages of scheduled cutting positions, and the immersion solidifying agent 11 may be injected.

本発明に係る中空塔状構造物の解体方法を説明する横断平面図と縦断側面図である。It is the cross-sectional top view and longitudinal cross-sectional side view explaining the dismantling method of the hollow tower-shaped structure which concerns on this invention. 図1に続く横断平面図と縦断側面図である。FIG. 2 is a transverse plan view and a longitudinal side view following FIG. 1. 図2に続く横断平面図と縦断側面図である。FIG. 3 is a transverse plan view and a longitudinal side view following FIG. 2. 図3に続く一部切欠き側面図と要部拡大縦断側面図である。FIG. 4 is a partially cutaway side view and a main part enlarged vertical side view following FIG. 3. 図4に続く縦断側面図と要部拡大縦断側面図である。FIG. 5 is a longitudinal side view and a main part enlarged longitudinal side view following FIG. 4. 図5に続く縦断側面図である。It is a vertical side view following FIG.

符号の説明Explanation of symbols

1 中空塔状構造物(煙突)
2 耐火ライニング材
3 筒状型枠
4 下部煙道開口
5 型枠固定用モルタル
6 樋
7 タンク
8 蓋体
9 無機系硬化性流動物
10 注入用孔
11 浸漬固化剤
12 ワイヤーソー
13 シート
1 Hollow tower structure (chimney)
2 Fire-resistant lining material 3 Tubular mold 4 Lower flue opening 5 Mold fixing mortar 6 7 7 Tank 8 Lid 9 Inorganic curable fluid 10 Injection hole 11 Immersion solidifying agent 12 Wire saw 13 Sheet

Claims (2)

内周面に有害物質が存在する中空塔状構造物の内部に筒状型枠を設置し、筒状型枠と中空塔状構造物との間の空間に無機系硬化性流動物を充填し、その無機系硬化性流動物の硬化後、中空塔状構造物を筒状型枠ごと周方向に切断することを特徴とする中空塔状構造物の解体方法。   A cylindrical mold is installed inside the hollow tower structure where harmful substances are present on the inner peripheral surface, and the space between the cylindrical mold and the hollow tower structure is filled with an inorganic curable fluid. A method for disassembling a hollow tower-like structure characterized in that after the inorganic curable fluid is cured, the hollow tower-like structure is cut in the circumferential direction together with the cylindrical formwork. 請求項1に記載の中空塔状構造物の解体方法であって、中空塔状構造物の外部から切断予定位置に周方向に適当間隔をあけて複数の注入用孔を穿設し、これらの注入用孔から注入した浸漬固化剤を中空塔状構造物内周面の耐火ライニング材に含浸させて固化させた後、中空塔状構造物を筒状型枠ごと周方向に切断することを特徴とする中空塔状構造物の解体方法。   A method for disassembling a hollow tower structure according to claim 1, wherein a plurality of injection holes are formed at appropriate intervals in the circumferential direction from the outside of the hollow tower structure to a planned cutting position. The impregnated solidifying agent injected from the injection hole is impregnated into a fire-resistant lining material on the inner peripheral surface of the hollow tower-shaped structure and solidified, and then the hollow tower-shaped structure is cut in the circumferential direction together with the cylindrical formwork. A method for dismantling a hollow tower structure.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015744A (en) * 2012-12-27 2013-04-03 中铁一局集团有限公司 Method for removing reinforced concrete chimney
CN103938888A (en) * 2014-05-14 2014-07-23 中钢集团武汉安全环保研究院有限公司 Blasting demolition method for cylindrical steel column structure buildings
JP2020002617A (en) * 2018-06-28 2020-01-09 山九株式会社 Demolition method of cylindrical structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003343827A (en) * 2002-05-28 2003-12-03 Taiyo Kogyo Corp Demolition method for stack
JP2007308871A (en) * 2006-02-01 2007-11-29 Street Design:Kk Treating method for making asbestos harmless

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003343827A (en) * 2002-05-28 2003-12-03 Taiyo Kogyo Corp Demolition method for stack
JP2007308871A (en) * 2006-02-01 2007-11-29 Street Design:Kk Treating method for making asbestos harmless

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103015744A (en) * 2012-12-27 2013-04-03 中铁一局集团有限公司 Method for removing reinforced concrete chimney
CN103938888A (en) * 2014-05-14 2014-07-23 中钢集团武汉安全环保研究院有限公司 Blasting demolition method for cylindrical steel column structure buildings
JP2020002617A (en) * 2018-06-28 2020-01-09 山九株式会社 Demolition method of cylindrical structure
JP7058566B2 (en) 2018-06-28 2022-04-22 山九株式会社 How to dismantle a tubular structure

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