JPH0548354B2 - - Google Patents
Info
- Publication number
- JPH0548354B2 JPH0548354B2 JP60269348A JP26934885A JPH0548354B2 JP H0548354 B2 JPH0548354 B2 JP H0548354B2 JP 60269348 A JP60269348 A JP 60269348A JP 26934885 A JP26934885 A JP 26934885A JP H0548354 B2 JPH0548354 B2 JP H0548354B2
- Authority
- JP
- Japan
- Prior art keywords
- demolition
- case
- methods
- electrolytic
- hole
- 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 - Lifetime
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E60/00—Enabling technologies; Technologies with a potential or indirect contribution to GHG emissions mitigation
- Y02E60/30—Hydrogen technology
- Y02E60/50—Fuel cells
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
[発明の目的]
産業上の利用分野
本発明は、鉄筋コンクリート構造物の解体装置
に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] Industrial Application Field The present invention relates to a demolition device for reinforced concrete structures.
従来の技術
従来、鉄筋コンクリート構造物の解体工法とし
ては直接解体(破壊)工法と直接・間接併用解体
工法とがあつた。Conventional Technology Conventionally, there have been two types of demolition methods for reinforced concrete structures: the direct demolition (destruction) method and the combined direct and indirect demolition method.
直接解体工法としては、手動工具・ブレーカー
(ピツクハンマー)・さく岩機・スチールボールな
ど外部からの機械的衝撃による解体工法、ロツク
ジヤツキ・油圧式コンクリートパイル破砕機・ダ
イヤモンドカツター・打ち起こし機など油圧・テ
コ・その他の簡単な機械による解体工法、テルミ
ツト法・ジエツト火炎法など火炎による解体工
法、ダイナマイト・コンクリート破砕機・その他
の火薬などによる解体工法、ガス破砕法・カルド
ツクス法・生石灰破砕法などの膨張圧による解体
工法、鉄筋の通電加熱法・鉄筋の誘導加熱法・誘
電体損失法・電磁波法・アーク熱溶断法・レーザ
ー光線法など電気的方法による解体工法、サンド
ジエツト法・ウオータージエツト法など噴射掘洗
による解体工法などがある。 Direct demolition methods include demolition methods that use external mechanical impact such as hand tools, breakers (pick hammers), rock drills, and steel balls, and hydraulic demolition methods such as rock jacks, hydraulic concrete pile crushers, diamond cutters, and hammering machines. Demolition methods using levers and other simple machines, demolition methods using flames such as thermite method and jet flame method, demolition methods using dynamite, concrete crushers, and other explosives, and expansion methods such as gas crushing method, Kardox method, quicklime crushing method, etc. Demolition methods using pressure, demolition methods using electrical methods such as electrical heating of reinforcing bars, induction heating of reinforcing bars, dielectric loss method, electromagnetic wave method, arc heat cutting method, laser beam method, and injection excavation methods such as sand jet method and water jet method. There are demolition methods such as washing.
また、直接・間接併用解体工法としては、柱と
梁の仕口・接合部分を破壊したりジヨイントを外
して部材別に解体する工法や転倒させてその際の
落下衝撃によつて破壊する工法などがある。 In addition, direct and indirect demolition methods include destroying joints and joints between columns and beams, removing joints and dismantling each component separately, and methods in which the columns and beams are destroyed by the impact of falling. be.
発明が解決しようとする問題点
しかしながら、上記外部からの機械的衝撃や簡
単な機械による解体工法は、騒音・振動や粉塵の
発生などの問題があり、火炎や火薬による場合は
騒音粉塵等に加えて危険を伴なう問題があり、膨
張圧や電気的方法のよる場合は作業工程に合つた
解体時間の調整が困難であり、また噴射掘洗によ
る場合も騒音・振動等の問題があつた。Problems to be Solved by the Invention However, the demolition method using external mechanical shock or simple machines has problems such as noise, vibration, and dust generation. When using expansion pressure or electrical methods, it is difficult to adjust the demolition time to suit the work process, and when using spray excavation, there are problems such as noise and vibration. .
さらに直接・間接併用解体法は手間と時間がか
かり、コスト高となる問題があつた。 Furthermore, the combination of direct and indirect demolition methods is laborious and time-consuming, resulting in high costs.
本発明は、上記従来の問題点を解決するために
なされたもので、その目的とするところは、無振
動無騒音で安全に作業ができる鉄筋コンクリート
構造物の解体装置を提供するにある。 The present invention has been made to solve the above-mentioned conventional problems, and its purpose is to provide a demolition device for reinforced concrete structures that can perform work safely without vibration or noise.
[発明の構成]
問題点を解決するための手段
本発明の鉄筋コンクリート構造物の解体装置
は、鉄筋を露出せしめたコンクリートの穴に嵌挿
する一側端が開口したケースと、該ケース内に臨
ませたマイナス電極と、該マイナス電極と鉄筋と
の間に介挿された電解スペーサーと、該電解スペ
ーサー内に浸透させた電解液と、鉄筋の他の個所
に接続したプラス電極と、上記両電極に直流を供
給する直流電源とから構成されていることを特徴
とするものである。[Structure of the Invention] Means for Solving the Problems The device for dismantling a reinforced concrete structure of the present invention includes a case with an open end on one side that is inserted into a hole in concrete that exposes reinforcing bars, and a case with an open end inside the case. an electrolytic spacer inserted between the negative electrode and the reinforcing bar, an electrolytic solution infiltrated into the electrolytic spacer, a positive electrode connected to other parts of the reinforcing bar, and both of the above electrodes. The device is characterized in that it is comprised of a DC power source that supplies DC to the
実施例
以下、本発明の一実施例について図面を参照し
ながら説明する。Embodiment Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
第1図において、1はコンクリート構造物であ
つて、内部に鉄筋2が配筋されている。3は一側
端が開口した筒状のケースであつて、上記コンク
リート構造物1に穿設して鉄筋2を露出した穴1
aに嵌挿されている。該ケース3にはマイナス電
極としての電極管4が貫挿されている。5は鉄筋
2と電極管4とが直接接触しないように隔てる電
解スペーサーであつて、電解液が浸透できる多孔
質の絶縁体により構成されている。6は圧縮バネ
であつて、上記電極管4を電解スペーサー5に弾
性的に押し付けている。7は電解液供給装置であ
つて、電極管4を介してケース3内即ち穴1a内
に電解液を供給するようになつている。3aは排
液口であつて、穴1a内の使用済電解液を回収す
るための排出口である。尚、電解液は、ケース3
にあけた穴(上記排液口3aを兼用してもよい)
からケース3内、即ち穴1a内に供給してもよ
く、この場合には上記電極管4は管体でなくても
よい。 In FIG. 1, reference numeral 1 denotes a concrete structure in which reinforcing bars 2 are arranged. Reference numeral 3 denotes a cylindrical case with an open end on one side, and a hole 1 made in the concrete structure 1 to expose the reinforcing steel 2.
It is inserted into a. An electrode tube 4 serving as a negative electrode is inserted through the case 3. Reference numeral 5 denotes an electrolytic spacer that separates the reinforcing bar 2 and the electrode tube 4 so that they do not come into direct contact with each other, and is made of a porous insulator through which an electrolytic solution can penetrate. A compression spring 6 elastically presses the electrode tube 4 against the electrolytic spacer 5. Reference numeral 7 denotes an electrolyte supply device, which supplies an electrolyte through the electrode tube 4 into the case 3, that is, into the hole 1a. 3a is a drain port for recovering the used electrolyte in the hole 1a. In addition, the electrolyte is case 3
A hole drilled in the hole (may also be used as the drain port 3a above)
Alternatively, the electrode tube 4 may be supplied into the case 3, that is, into the hole 1a, and in this case, the electrode tube 4 need not be a tube.
8は直流電源であつて、そのプラス電極側を、
解体する面のほぼ中央部にあけた穴に露出した鉄
筋2に接続し、マイナス電極側を上記電極管4に
接続している。 8 is a DC power supply, whose positive electrode side is
It is connected to the reinforcing bar 2 exposed through a hole drilled approximately in the center of the surface to be dismantled, and the negative electrode side is connected to the electrode tube 4.
次に、上記実施例装置による解体方法について
説明する。 Next, a disassembly method using the apparatus of the above embodiment will be explained.
まず、解体すべきコンクリート構造物1の配筋
状態を探査の上、切断する鉄筋を最小にするよう
に配慮して、例えば、第2図に示すように、解体
する面の周辺に沿つて穴1aをあけ、そのほぼ中
央部に穴1bをあけて、内部の鉄筋2を露出す
る。周辺の多数の穴1aには、第1図に示すよう
に、各々電源スペーサー5、ケース3、電極管4
などをセツトして、該電極管4には電解液供給装
置7を接続すると共に、電源8からマイナス側を
接続する。 First, after examining the reinforcing condition of the concrete structure 1 to be demolished, and taking care to minimize the number of reinforcing bars to be cut, for example, as shown in Figure 2, holes are cut along the periphery of the surface to be demolished. 1a and a hole 1b approximately in the center thereof to expose the reinforcing bar 2 inside. As shown in FIG. 1, a power supply spacer 5, a case 3, and an electrode tube 4 are inserted into a large number of surrounding holes 1a, respectively.
and so on, connect the electrolyte supply device 7 to the electrode tube 4, and connect the negative side of the power source 8.
一方、中央部の穴1bに露出した鉄筋2には電
源8からのプラス側を接続する。また、上記電解
液供給装置7から穴1a内に電解液を供給する。 On the other hand, the positive side from the power source 8 is connected to the reinforcing bar 2 exposed in the central hole 1b. Furthermore, the electrolyte is supplied from the electrolyte supply device 7 into the hole 1a.
電解液としては、導伝性の液体であれば・酸・
アルカリ・塩のいずれでもよいが、切断を早くす
るには塩酸・硫酸のような酸化鉄を溶解するもの
がよく、また鉄筋を膨張させてコンクリートの亀
裂を早くするものとして、酸化鉄を溶解せず、膨
張性生成物ができる亜硝酸カルシウムがよい。 As an electrolyte, conductive liquids, acids,
Either alkali or salt may be used, but to speed up cutting, it is better to use something that dissolves iron oxide, such as hydrochloric acid or sulfuric acid.Also, to make the reinforcing steel expand and cause concrete to crack faster, it is better to use something that dissolves iron oxide. First, calcium nitrite, which forms a swelling product, is preferred.
さらに、電源としては、鉄筋の径が9〜13mmφ
であれば、12A、25Vで1〜2時間で切断可能と
なるので、結局切断箇所×所要アンペア(例えば
12A)、25Vの電力が必要となる。尚、これらの
電流、電圧を調整することにより切断時間を変化
せしめることができる。 Furthermore, as a power source, the diameter of the reinforcing bar is 9 to 13 mmφ.
If so, it will be possible to disconnect in 1 to 2 hours at 12A and 25V, so in the end, the cutting point x required amperage (e.g.
12A), 25V power is required. Note that the cutting time can be changed by adjusting these currents and voltages.
以上のように鉄筋2と電極4に直流を印加し、
その間に電解液を充填すると、鉄筋2は酸化反応
を生じて酸化鉄(酸化第一鉄・酸化第二鉄)が生
成され、上記のように電解液の種類に応じて、こ
れに溶解して破断されるか、発錆、膨張してコン
クリートに亀裂を生じさせコンクリート構造物を
解体することができる。 Applying direct current to the reinforcing bars 2 and electrodes 4 as described above,
When the electrolyte is filled during this time, the reinforcing bar 2 undergoes an oxidation reaction, producing iron oxide (ferrous oxide and ferric oxide), which dissolves in the electrolyte depending on the type of electrolyte as described above. It can break, rust, and expand, causing cracks in the concrete and allowing the concrete structure to be demolished.
尚、発錆・膨張を利用する場合には、無筋のコ
ンクリートや岩などの静的破砕手段にも応用する
ことができる。 In addition, when rusting and expansion are used, it can also be applied to static crushing of unreinforced concrete, rocks, etc.
[発明の効果]
(1) 小面積から大面積まで調整が可能で部分解体
ができる。[Effects of the invention] (1) Adjustment is possible from a small area to a large area, and partial disassembly is possible.
(2) 作業工程に合わせて、電圧や電流の大きさを
調節することにより、短時間(1〜2時間)か
ら長時間(一昼夜)と、解体時間の調整が可能
である。(2) By adjusting the voltage and current magnitude according to the work process, it is possible to adjust the dismantling time from a short time (1 to 2 hours) to a long time (all day and night).
(3) 無振動・無騒音の鉄筋コンクリート解体装置
である。(3) It is a vibration-free and noise-free reinforced concrete demolition equipment.
第1図は本発明装置の一実施例を示す概略説明
図、第2図はその使用状態説明図である。
1……コンクリート構造物、1a,1b……
穴、2……鉄筋、3……ケース、4……電極管、
5……電解スペーサー、6……圧縮バネ、7……
電解液供給装置、8……直流電源。
FIG. 1 is a schematic explanatory diagram showing an embodiment of the apparatus of the present invention, and FIG. 2 is an explanatory diagram of its usage state. 1... Concrete structure, 1a, 1b...
hole, 2... reinforcing bar, 3... case, 4... electrode tube,
5... Electrolytic spacer, 6... Compression spring, 7...
Electrolyte supply device, 8...DC power supply.
Claims (1)
する一側端が開口したケースと、該ケース内に臨
ませたマイナス電極と、該マイナス電極と鉄筋と
の間に介挿された電解スペーサーと、該電解スペ
ーサー内に浸透させた電解液と、鉄筋の他の個所
に接続したプラス電極と、上記両電極に直流を供
給する直流電源とから構成されていることを特徴
とする鉄筋コンクリート構造物の解体装置。1. A case with one end open to be inserted into a hole in concrete with exposed reinforcing bars, a negative electrode facing into the case, and an electrolytic spacer inserted between the negative electrode and the reinforcing bars; Demolition of a reinforced concrete structure characterized by comprising an electrolytic solution infiltrated into the electrolytic spacer, a positive electrode connected to other parts of the reinforcing steel, and a DC power source that supplies DC to both of the electrodes. Device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60269348A JPS62133256A (en) | 1985-12-02 | 1985-12-02 | Method and apparatus for disassembling reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60269348A JPS62133256A (en) | 1985-12-02 | 1985-12-02 | Method and apparatus for disassembling reinforced concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62133256A JPS62133256A (en) | 1987-06-16 |
| JPH0548354B2 true JPH0548354B2 (en) | 1993-07-21 |
Family
ID=17471122
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60269348A Granted JPS62133256A (en) | 1985-12-02 | 1985-12-02 | Method and apparatus for disassembling reinforced concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62133256A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3238655B2 (en) * | 1998-01-07 | 2001-12-17 | 株式会社熊谷組 | Demolition method for reinforced concrete structures |
| JP7290969B2 (en) * | 2019-03-27 | 2023-06-14 | 戸田建設株式会社 | Dismantling method of reinforced concrete structure |
| JP6707168B1 (en) * | 2019-04-05 | 2020-06-10 | 洋美 渡邉 | Dismantling method of reinforced concrete and its dismantling apparatus |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52101835A (en) * | 1976-02-23 | 1977-08-26 | Furukawa Electric Co Ltd | Method of destroying reinforced concrete |
| JPS5965170A (en) * | 1982-10-05 | 1984-04-13 | 前田建設工業株式会社 | Surface releasing method of reinforced concrete structure bycurrent supply heating of iron wire |
-
1985
- 1985-12-02 JP JP60269348A patent/JPS62133256A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62133256A (en) | 1987-06-16 |
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