JP4170541B2 - Demolition method of concrete building - Google Patents

Demolition method of concrete building Download PDF

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Publication number
JP4170541B2
JP4170541B2 JP32573699A JP32573699A JP4170541B2 JP 4170541 B2 JP4170541 B2 JP 4170541B2 JP 32573699 A JP32573699 A JP 32573699A JP 32573699 A JP32573699 A JP 32573699A JP 4170541 B2 JP4170541 B2 JP 4170541B2
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Japan
Prior art keywords
casing
holes
finishing layer
hole
housing
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JP32573699A
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JP2001140477A (en
Inventor
達郎 鵜飼
洋 伊藤
浩和 田中
延行 高橋
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Kumagai Gumi Co Ltd
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Kumagai Gumi Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、コンクリート造建築物の解体方法、より詳細には、コンクリート建築物の仕上げ層で被覆された躯体の破壊方法に関する。
【0002】
【従来の技術】
従来、コンクリート造建築物の躯体を破壊するため、前記躯体の表面と該躯体中の鉄筋とを通して前記躯体に微弱な直流電流を流し、これにより前記躯体の一部を劣化させることが行われている。通電のために前記鉄筋が陽電極とされ、また、前記躯体の表面に陰電極組立体が配置される。前記陰電極組立体は、前記躯体に接する開放端面を有する容器と、該容器内に収容された電解液と、該電解液中に浸された電極板とを有する。
【0003】
これによれば、劣化した躯体の一部は劣化前よりも脆弱であるため、その破壊容易に行うことができる。
【0004】
また、前記従来における躯体の破壊については、劣化領域に複数の穴をあけ、これらの穴に膨張剤を充填することにより行うことが提案されている。これによれば、前記膨張剤の経時的な体積膨張に伴う穴の周壁面に対する膨張圧によって穴相互間の脆弱部分に多数のクラックが生じ、前記劣化領域が静的に破砕される。
【0005】
ところで、躯体の表面がモルタル層のような仕上げ層で被覆されている場合、前記躯体への通電のために前記仕上げ層を破砕してこれを引き剥がし、前記躯体の表面を露出させることが考えられる。しかし、これには時間と労力を要し、躯体の破壊作業の能率低下を招く。また、前記電極板のための容器の開放端面と仕上げ層との間から漏れる前記電解液の補給作業等も、前記躯体の破壊作業の能率を低下させる原因となっている。
【0006】
【発明が解決しようとする課題】
したがって、本発明の目的は、コンクリート造建築物の解体作業の能率を高めることにある。
【0007】
【課題を解決するための手段】
本発明は、仕上げ層で覆われた躯体を有するコンクリート造建築物の解体方法であって、前記仕上げ層に前記躯体の表面に達する複数の第1の穴をあけ、また、前記仕上げ層および前記躯体の双方に該躯体中の鉄筋に達する第2の穴をあけること、第1および第2の穴にそれぞれ露出する前記躯体の表面および前記鉄筋とを通して前記躯体に直流電流を流し、前記躯体に互いに接しまたは部分的に重なり合って連なる劣化領域を生じさせること、その後、前記躯体の劣化領域に前記第1の穴に連なる第3の穴をあけ、これらの第3の穴に膨張剤を充填することを含む。
【0008】
前記膨張剤は、さらに、前記第3の穴に連なる第1の穴にも充填することができる。
【0009】
前記躯体への通電のため、前記仕上げ層に接する可撓性のシール材が取り付けられた開放側面を有する容器であって前記複数の第1の穴を満たす電解液と該電解液中に浸された電極板とが収容された容器を配置することができる。
【0010】
【発明の作用および効果】
本発明によれば、躯体の表面を覆う仕上げ層への第1の穴の形成により通電のための前記躯体の表面の露出を行い、また、前記第1の穴を通しての前記躯体への通電により互いに接しまたは部分的に重なり合って連なる劣化領域を得ることができる。このことから、前記仕上げ層の破砕および除去を不要とし、これにより前記躯体の破壊に要する作業を迅速かつ能率的に行うことができる。
【0011】
前記躯体は、前記膨張剤の経時的な体積膨張作用による前記第3の穴相互間部部へのクラックの発生により静粛にまた格別の労力なしに、破砕することができる。また、前記膨張剤を前記第3の穴に連なる第1の穴にも充填するときは、前記膨張剤の体積膨張作用を前記第1の穴相互間部分にも及ぼし、前記仕上げ層の破砕をも同時に行うことができ、これにより、コンクリート造建築物の解体作業をより一層能率的なものとすることができる。
【0012】
前記躯体の表面に接続される電極板および電解液を収容する容器を、前記仕上げ層に接する可撓性のシール材が取り付けられた開放側面を有するものとしたことから、前記容器の開放側面のシール材は前記仕上げ層の表面の凹凸に倣ってこれと密接し、前記容器の開放側面と前記仕上げ層との間からの前記電解液の漏出およびこれに伴う前記通電の中断が回避され、これにより、より一層能率的なコンクリート造建築物の解体を実現することができる。
【0013】
【発明の実施の形態】
図1を参照すると、本発明による解体対象であるコンクリート造建築物10(但し、その一部のみを示す。)の一部をなす柱や壁からなる鉄筋コンクリート製の躯体12が示されている。
【0014】
躯体12の両表面13はそれぞれ仕上げ層14、例えばモルタル層16や、さらにモルタル層16に接着された壁紙18で覆われている。躯体12は、その片面のみが仕上げ層14により覆われているものであってもよい。躯体12にはその内部を上下方向へ伸びる複数の鉄筋20が埋設されている。
【0015】
本発明に係る解体法の適用に当たり、まず、仕上げ層14に躯体12の各表面13に達する複数の穴(第1の穴)22をあけ、また、仕上げ層14および躯体12の双方にこれらを経て躯体12中の鉄筋20に達する穴(第2の穴)24をあける。第1の穴22があけられる躯体12の表面は、例えば壁からなる躯体の場合には、その壁面の全域またはその一部の領域のいずれであってもよい。
【0016】
第1および第2の穴22,24をあけることにより、これらの穴に、躯体の表面13の一部と鉄筋20の一部とがそれぞれ露出される。
【0017】
第1の穴22の形成は、後記通電および後記劣化領域の形成のために仕上げ層14の破砕および除去を不要にする。
【0018】
複数の第1の穴22の配列は、例えば千鳥状とすることができる(図2参照)。第1および第2の穴22,24は、例えば超音波ドリルのようなドリル装置(図示せず)を用いて形成することができる。
【0019】
次に、第1および第2の穴22,24に露出する躯体の表面13の一部と鉄筋20の一部とを通して躯体12に微弱な直流電流を通す。このために、電極板(陰極板)26を配置し、また、鉄筋20を陽電極28とする。
【0020】
陰極板26は金網からなる。陰極板26は、仕上げ層14に固定された容器30内に配置され、仕上げ層14の表面に開放する複数の第1の穴22と相対している。
【0021】
陰極板26は容器30の後記開放上端36を経て伸びるケーブル31を介して、また、陽電極28は第2の穴24内を伸びるケーブル32を介して、直流電源(図示せず)にそれぞれ接続されている。
【0022】
陰極板26が配置された容器30は、例えば塩化ビニル樹脂のようなプラスチック材料からなる全体に扁平な箱状体からなり、仕上げ層14の表面に相対する開放側面34と、開放上端36とを有する。
【0023】
容器30の開放側面34にはこれに沿って伸びる帯状のシール材(図示せず)が接着により取り付けられている。
【0024】
前記シール材は、例えば硬質ゴムからなり、可撓性を有する。図示の例では、前記シール材の表面に接着剤(図示せず)が塗布されており、容器30はこの接着剤を介して仕上げ層14の表面に液密に固定されている。
【0025】
これにより、容器30は仕上げ層14の表面と共同して後記電解液のための収容空間を規定する。可撓性を有する前記シール材は、仕上げ層14の表面の凹凸に追随して変形し、これに密接するため、より高い液密性を付与することができる。
【0026】
容器30内には、その開放上端36から供給され、また、必要に応じて供給される酸化促進剤である塩化マグネシウム溶液のような電解液38が収容されている。
【0027】
容器30内の陰極板26はその全部が電解液38に浸されている。また、各第1の穴22は電解液38で満たされており、躯体12の表面13が電解液38に接している。このため、陰極板26は電解液38を介して躯体12の表面13に接続され、また、電解液38は躯体12の表面からその内部に浸透する。
【0028】
次に、前記電源から陰極板26および陽電極28を通して躯体12に直流電流を流し、躯体12の一部(より詳細には、鉄筋20と各第1の穴22との間の部分)に通電する。これにより、躯体12中に浸透した電解液38の電気分解による鉄筋20の腐食の進行に伴う膨張と、電気分解時に発生する酸素の圧力とによって躯体12の前記一部中に多数の小さいクラックが生じ、これにより躯体12の一部が劣化する。
【0029】
すなわち、他の部分(健全部分)より脆弱な部分である複数の劣化領域40(図2に想像線で示す。)が生じる。各鉄筋20から仕上げ層14まで伸びるほぼ円柱形の脆弱部分は、前記健全部分と比べてより小さい力でまた容易に破壊することができる。
【0030】
通電は、例えば、図2で見て、幅10cm当たり、50Vの電圧の下で0.6〜1.0A/mの電流を7〜14日間付与することにより行う。
【0031】
これらの劣化領域40は、互いに部分的に重なり合って、または、互いに接して連なっている。劣化領域40同士の連なりの態様または劣化領域の半径は、第1の穴22の直径、第1の穴22の相互間隔、付与電流の大きさ等を変えることにより変更することができる。
【0032】
劣化領域40を生じさせた後、電極板26および容器30を撤去し、各劣化領域40にこれを伸びる穴(第3の穴)42(その1つのみを想像線で示す。)をあける。穴42は、第1の穴22から前記ドリルを差し入れ、躯体12を切削することにより形成することができる。
【0033】
その後、第1の穴22から第3の穴42内に膨張剤(図示)を充填する。前記膨張剤は、好ましくは、生石灰および珪酸塩を主体とする無機化合物を主成分とする薬剤(例えば、株式会社小野田製の「ブライスター」)に水を混ぜて練ったものからなり、前記薬剤が水と反応(水和反応)することにより、その体積が経時的に膨張する性質を有する。
【0034】
前記膨張剤の他の例として、仮焼ドロマイト系、マグネシア系、普通ポルトランドセメント−高炉スラグ−ボーキサイト−石膏系、アルミナセメント−石灰−石膏系のもの等がある。
【0035】
各穴42内での前記膨張剤の体積膨張により、穴42の周壁面が放射方向への膨張圧を受ける。前記「ブライスター」は約3倍の体積膨張率を有する。前記膨張剤の体積変化により、第3の穴42の相互間部分すなわち互いに隣接する両第3の穴42の周りの両劣化領域40に、一方の穴42から他方の穴42に向けて伸びる亀裂(図示せず)が生じる。
【0036】
これにより、躯体12を静的にかつ労力なしに破砕することができる。破砕後の躯体12は、仕上げ層14に小さな力を加えることにより、該仕上げ層と共に破壊することができる。
【0037】
また、第3の穴42の他、該穴に連なる第1の穴22をも前記膨張剤で満たすことにより、仕上げ層14をも同時に破砕することができ、これにより、躯体12の破壊をより一層容易にすることができる。
【図面の簡単な説明】
【図1】コンクリート造建築物の躯体および仕上げ層の部分縦断面図である。
【図2】電解液を収容する容器を切り欠いて得られた、仕上げ層の部分正面図である。
【符号の説明】
10 コンクリート造建築物
12 躯体
14 仕上げ層
20 鉄筋
22,24,42 第1、第2および第3の穴
26,28 陰極板および陽電極
30 容器
38 電解液
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for demolishing a concrete building, and more particularly, to a method for destroying a frame covered with a finishing layer of a concrete building.
[0002]
[Prior art]
Conventionally, in order to destroy a casing of a concrete building, a weak direct current is passed through the casing through the surface of the casing and a reinforcing bar in the casing, thereby deteriorating a part of the casing. Yes. The rebar is used as a positive electrode for energization, and a negative electrode assembly is disposed on the surface of the housing. The negative electrode assembly includes a container having an open end surface in contact with the housing, an electrolytic solution accommodated in the container, and an electrode plate immersed in the electrolytic solution.
[0003]
According to this, since a part of the deteriorated casing is more fragile than before deterioration, it can be easily destroyed.
[0004]
In addition, it has been proposed that the conventional case is destroyed by making a plurality of holes in a deteriorated region and filling these holes with an expansion agent. According to this, a large number of cracks are generated in the fragile portions between the holes due to the expansion pressure with respect to the peripheral wall surface of the holes due to the volume expansion of the expansion agent over time, and the deteriorated region is statically crushed.
[0005]
By the way, when the surface of the housing is covered with a finishing layer such as a mortar layer, it is considered that the finishing layer is crushed and peeled off to energize the housing to expose the surface of the housing. It is done. However, this takes time and labor, and causes a reduction in efficiency of the destruction work of the frame. In addition, the replenishment work of the electrolyte solution leaking from between the open end face of the container for the electrode plate and the finishing layer also causes the efficiency of the work of destroying the housing to be reduced.
[0006]
[Problems to be solved by the invention]
Accordingly, an object of the present invention is to increase the efficiency of the demolition work of a concrete building.
[0007]
[Means for Solving the Problems]
The present invention is a method for demolishing a concrete building having a casing covered with a finishing layer, wherein a plurality of first holes reaching the surface of the casing are formed in the finishing layer, and the finishing layer and the Forming a second hole in each of the housings to reach a reinforcing bar in the housing; passing a direct current through the housing through the surface of the housing and the reinforcing bar exposed in the first and second holes, respectively; Producing a deteriorated region in contact with each other or partially overlapping, and then forming a third hole connected to the first hole in the deteriorated region of the housing, and filling the third hole with an expansion agent Including that.
[0008]
The expansion agent can also be filled into a first hole that is continuous with the third hole.
[0009]
In order to energize the housing, a container having an open side surface to which a flexible sealing material in contact with the finishing layer is attached, and is immersed in the electrolytic solution filling the plurality of first holes. A container in which the electrode plate is accommodated can be disposed.
[0010]
Operation and effect of the invention
According to the present invention, the surface of the casing for energization is exposed by forming the first hole in the finishing layer covering the surface of the casing, and the energization of the casing through the first hole is performed. It is possible to obtain a deteriorated region that is in contact with each other or partially overlapping and continuing. This eliminates the need for crushing and removing the finishing layer, thereby enabling the work required for breaking the casing to be performed quickly and efficiently.
[0011]
The casing can be crushed silently and without any extra effort due to the occurrence of cracks in the portion between the third holes due to the volume expansion action of the expansion agent over time. In addition, when filling the expansion agent also in the first hole connected to the third hole, the volume expansion action of the expansion agent is exerted on the portion between the first holes, and the finishing layer is crushed. Can be performed simultaneously, and thereby, the demolition work of the concrete building can be made more efficient.
[0012]
Since the electrode plate connected to the surface of the casing and the container containing the electrolytic solution have an open side surface to which a flexible sealing material in contact with the finishing layer is attached, the open side surface of the container The sealing material closely follows the unevenness of the surface of the finishing layer, so that leakage of the electrolyte solution from between the open side surface of the container and the finishing layer and interruption of the energization associated therewith are avoided. By this, it is possible to realize a more efficient dismantling of a concrete building.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Referring to FIG. 1, there is shown a reinforced concrete frame 12 made up of columns and walls that form a part of a concrete building 10 (only a part of which is shown) that is to be demolished according to the present invention.
[0014]
Both surfaces 13 of the housing 12 are covered with a finishing layer 14, for example, a mortar layer 16, and a wallpaper 18 adhered to the mortar layer 16. The casing 12 may be one in which only one surface is covered with the finishing layer 14. A plurality of reinforcing bars 20 extending in the vertical direction are embedded in the housing 12.
[0015]
In applying the disassembling method according to the present invention, first, a plurality of holes (first holes) 22 reaching each surface 13 of the housing 12 are formed in the finishing layer 14, and these are formed in both the finishing layer 14 and the housing 12. Then, a hole (second hole) 24 reaching the reinforcing bar 20 in the housing 12 is formed. For example, in the case of a casing made of a wall, the surface of the casing 12 in which the first hole 22 is formed may be either the entire area of the wall surface or a partial area thereof.
[0016]
By making the first and second holes 22 and 24, a part of the surface 13 of the housing and a part of the reinforcing bar 20 are exposed in these holes, respectively.
[0017]
The formation of the first hole 22 eliminates the need for crushing and removing the finishing layer 14 for energization described later and formation of a degraded region described later.
[0018]
The arrangement of the plurality of first holes 22 can be, for example, staggered (see FIG. 2). The first and second holes 22 and 24 can be formed using a drilling device (not shown) such as an ultrasonic drill.
[0019]
Next, a weak direct current is passed through the housing 12 through a part of the surface 13 of the housing exposed in the first and second holes 22 and 24 and a part of the reinforcing bar 20. For this purpose, an electrode plate (cathode plate) 26 is arranged, and the reinforcing bar 20 is used as the positive electrode 28.
[0020]
The cathode plate 26 is made of a wire mesh. The cathode plate 26 is disposed in a container 30 fixed to the finishing layer 14 and is opposed to the plurality of first holes 22 that open to the surface of the finishing layer 14.
[0021]
The cathode plate 26 is connected to a DC power source (not shown) via a cable 31 extending through an open upper end 36, which will be described later, and the positive electrode 28 is connected to a DC power source (not shown) via a cable 32 extending in the second hole 24. Has been.
[0022]
The container 30 in which the cathode plate 26 is disposed is formed of a flat box-like body made of a plastic material such as vinyl chloride resin, and has an open side 34 facing the surface of the finishing layer 14 and an open upper end 36. Have.
[0023]
A strip-shaped sealing material (not shown) extending along the open side surface 34 of the container 30 is attached by adhesion.
[0024]
The sealing material is made of, for example, hard rubber and has flexibility. In the illustrated example, an adhesive (not shown) is applied to the surface of the sealing material, and the container 30 is liquid-tightly fixed to the surface of the finishing layer 14 via the adhesive.
[0025]
Thereby, the container 30 defines the accommodation space for the electrolyte solution described later in cooperation with the surface of the finishing layer 14. The flexible sealing material is deformed following the irregularities on the surface of the finishing layer 14 and is in close contact therewith, so that higher liquid tightness can be imparted.
[0026]
The container 30 contains an electrolytic solution 38 such as a magnesium chloride solution that is supplied from the open upper end 36 and is supplied as necessary.
[0027]
The cathode plate 26 in the container 30 is entirely immersed in the electrolyte 38. Each first hole 22 is filled with the electrolytic solution 38, and the surface 13 of the housing 12 is in contact with the electrolytic solution 38. For this reason, the cathode plate 26 is connected to the surface 13 of the housing 12 via the electrolytic solution 38, and the electrolytic solution 38 penetrates into the interior of the housing 12 from the surface.
[0028]
Next, a direct current is passed from the power source to the housing 12 through the cathode plate 26 and the positive electrode 28, and a part of the housing 12 (more specifically, a portion between the reinforcing bar 20 and each first hole 22) is energized. To do. As a result, a large number of small cracks are formed in the part of the casing 12 due to expansion due to the progress of corrosion of the reinforcing bars 20 due to electrolysis of the electrolytic solution 38 that has penetrated into the casing 12 and the pressure of oxygen generated during electrolysis. As a result, a part of the housing 12 is deteriorated.
[0029]
That is, a plurality of deteriorated regions 40 (shown by imaginary lines in FIG. 2) that are weaker than other portions (healthy portions) are generated. The substantially columnar weakened portion extending from each reinforcing bar 20 to the finishing layer 14 can be easily broken with a smaller force than the healthy portion.
[0030]
For example, as shown in FIG. 2, the energization is performed by applying a current of 0.6 to 1.0 A / m for 7 to 14 days under a voltage of 50 V per 10 cm in width.
[0031]
These deteriorated regions 40 are partially overlapped with each other or connected in contact with each other. The mode of connection between the deteriorated regions 40 or the radius of the deteriorated regions can be changed by changing the diameter of the first holes 22, the mutual interval between the first holes 22, the magnitude of the applied current, and the like.
[0032]
After the degradation region 40 is generated, the electrode plate 26 and the container 30 are removed, and a hole (third hole) 42 (only one of which is indicated by an imaginary line) is formed in each degradation region 40. The hole 42 can be formed by inserting the drill from the first hole 22 and cutting the housing 12.
[0033]
Thereafter, an expansion agent (illustrated) is filled from the first hole 22 into the third hole 42. Preferably, the swelling agent is made by mixing water and kneaded with a drug mainly composed of an inorganic compound mainly composed of quicklime and silicate (for example, “Brighter” manufactured by Onoda Co., Ltd.). Reacts with water (hydration reaction) so that its volume expands over time.
[0034]
Other examples of the expanding agent include calcined dolomite, magnesia, ordinary Portland cement-blast furnace slag-bauxite-gypsum, alumina cement-lime-gypsum.
[0035]
Due to the volume expansion of the expansion agent in each hole 42, the peripheral wall surface of the hole 42 receives an expansion pressure in the radial direction. The “blister” has a volume expansion coefficient of about 3 times. Cracks extending from one hole 42 toward the other hole 42 due to a change in the volume of the expansion agent in the inter-parts of the third holes 42, that is, in both deterioration regions 40 around the third holes 42 adjacent to each other. (Not shown) occurs.
[0036]
Thereby, the housing 12 can be crushed statically and without labor. The crushed housing 12 can be broken together with the finishing layer 14 by applying a small force to the finishing layer 14.
[0037]
In addition to the third hole 42, the first layer 22 connected to the hole is filled with the expansion agent, so that the finishing layer 14 can be crushed at the same time. It can be made easier.
[Brief description of the drawings]
FIG. 1 is a partial longitudinal sectional view of a frame and a finishing layer of a concrete building.
FIG. 2 is a partial front view of a finishing layer obtained by cutting out a container containing an electrolytic solution.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Concrete building 12 Housing 14 Finishing layer 20 Reinforcing bar 22,24,42 1st, 2nd and 3rd hole 26,28 Cathode plate and positive electrode 30 Container 38 Electrolyte

Claims (3)

仕上げ層で覆われた躯体を有するコンクリート造建築物の解体方法であって、前記仕上げ層に前記躯体の表面に達する複数の第1の穴をあけ、また、前記仕上げ層および前記躯体の双方に該躯体中の鉄筋に達する第2の穴をあけること、第1および第2の穴にそれぞれ露出する前記躯体の表面および前記鉄筋とを通して前記躯体に直流電流を流し、前記躯体に互いに接しまたは部分的に重なり合って連なる劣化領域を生じさせること、その後、前記躯体の劣化領域に前記第1の穴に連なる第3の穴をあけ、これらの第3の穴に膨張剤を充填することを含む、コンクリート建築物の解体方法。A method of demolishing a concrete building having a casing covered with a finishing layer, wherein a plurality of first holes reaching the surface of the casing are formed in the finishing layer, and both the finishing layer and the casing are formed. Forming a second hole reaching the reinforcing bar in the casing, passing a direct current through the casing through the surface of the casing and the reinforcing bar exposed in the first and second holes, respectively, and contacting or contacting the casing with each other Generating overlapping deterioration regions, and then forming third holes in the deterioration region of the housing that are continuous with the first holes, and filling the third holes with an expansion agent. A method for dismantling concrete buildings. さらに、前記第3の穴に連なる前記第1の穴に前記膨張剤を充填する、請求項1に記載の方法。The method according to claim 1, further comprising filling the first hole connected to the third hole with the expansion agent. 前記躯体への通電のため、前記仕上げ層に接する可撓性のシール材が取り付けられた開放側面を有する容器であって前記複数の第1の穴を満たす電解液と該電解液中に浸された電極板とが収容された容器を配置する、請求項1に記載の方法。In order to energize the housing, a container having an open side surface to which a flexible sealing material in contact with the finishing layer is attached, and is immersed in the electrolytic solution filling the plurality of first holes. The method according to claim 1, wherein a container containing an electrode plate is disposed.
JP32573699A 1999-11-16 1999-11-16 Demolition method of concrete building Expired - Fee Related JP4170541B2 (en)

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JP2007002585A (en) * 2005-06-27 2007-01-11 Haseko Corp Method of permeating chemical liquid into concrete structure
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