JP2020172840A - Demolition method of reinforcement concrete and demolition device thereof - Google Patents

Demolition method of reinforcement concrete and demolition device thereof Download PDF

Info

Publication number
JP2020172840A
JP2020172840A JP2019182011A JP2019182011A JP2020172840A JP 2020172840 A JP2020172840 A JP 2020172840A JP 2019182011 A JP2019182011 A JP 2019182011A JP 2019182011 A JP2019182011 A JP 2019182011A JP 2020172840 A JP2020172840 A JP 2020172840A
Authority
JP
Japan
Prior art keywords
concrete
electrode
reinforcing bar
reinforcing material
metal
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.)
Granted
Application number
JP2019182011A
Other languages
Japanese (ja)
Other versions
JP6707168B1 (en
Inventor
洋美 渡邉
Hiromi Watanabe
洋美 渡邉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Application granted granted Critical
Publication of JP6707168B1 publication Critical patent/JP6707168B1/en
Publication of JP2020172840A publication Critical patent/JP2020172840A/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

To provide a demolition method of reinforcement concrete capable of breaking concrete by electric conduction heating of an arranged steel bar and removing danger of heat damage of an electric insulation coat of a cable for transmitting high current from an electric power supply to the steel bar even when the steel bar is heated to high temperature.SOLUTION: In demolishing a block 10 reinforced by a steel bar 20 penetrating a concrete part 10a, two locations of the steel bar 20 are arranged to be an exposed part 20a, 20a exposed from the block 10, a metallic electrode 70 having heat radiation function attached to a tip part of a conductive wire coated with a resin-made electric insulation coat constituting a cable 60 extending from a DC power supply 30 is connected to each exposed part 20a, and while applying DC current of 3000 A at at least 12 V from the DC power supply 30 to the steel bar 20 so as to break the concrete part 10a by the electric conduction of the steel bar 20, the heat is radiated from the electrode 70 so that the electric insulation coat of the cable 60 is not damaged due to the heat transferred from the steel bar 20 energized and heated.SELECTED DRAWING: Figure 1

Description

本発明はコンクリート部を貫通する金属製補強材で補強された補強コンクリートの解体方法及びその解体装置に関するものである。 The present invention relates to a method of dismantling reinforced concrete reinforced with a metal reinforcing material penetrating a concrete portion and a dismantling device thereof.

鉄筋等の金属製補強材がコンクリート部を貫通する補強コンクリートが用いられたビルディングや橋梁等のコンクリート建造物をリニユーアルするには、古い補強コンクリートを解体することが必要である。このような補強コンクリートの解体方法として、下記特許文献1に、金属材入コンクリート建造物の芯材である金属材を通電加熱する方法が記載されている。また、下記特許文献2に、厚物コンクリート版に配筋した主鉄筋の引張筋と圧縮筋との間に一群の通電専用鉄筋を配筋し、主鉄筋と通電専用鉄筋とを順次通電加熱して厚物コンクリート版を解体する方法が記載されている。 It is necessary to dismantle old reinforced concrete in order to renew concrete structures such as buildings and bridges that use reinforced concrete in which metal reinforcing materials such as reinforcing bars penetrate the concrete part. As a method for dismantling such reinforced concrete, Patent Document 1 below describes a method of energizing and heating a metal material which is a core material of a concrete building containing a metal material. Further, in Patent Document 2 below, a group of energizing dedicated reinforcing bars is arranged between the tension reinforcing bars and the compressing reinforcing bars of the main reinforcing bars arranged on the thick concrete slab, and the main reinforcing bars and the energizing dedicated reinforcing bars are sequentially energized and heated. It describes how to dismantle a thick concrete slab.

特開昭59−233072号公報JP-A-59-233072 特開平8−68215号公報Japanese Unexamined Patent Publication No. 8-68215

前述した特許文献1に記載された方法によれば、金属材の通電加熱によって、コンクリートの熱劣化やコンクリート内結晶水の熱分解水蒸気爆裂及び金属材の熱膨張等を惹起させて、コンクリートに亀裂等を発生させることができる。しかし、コンクリートを更に解体するには、油圧ブレーカ等の二次破壊手段を用いる必要があった。また、特許文献2に記載された方法によれば、予め主鉄筋の引張筋と圧縮筋との間に一群の通電専用鉄筋を配筋しておくことを要し、コンクリート版の設計・施工が煩雑である。 According to the method described in Patent Document 1 described above, the energization heating of a metal material causes thermal deterioration of concrete, thermal decomposition steam explosion of water of crystallization in concrete, thermal expansion of metal material, and the like, resulting in cracks in concrete. Etc. can be generated. However, in order to further dismantle the concrete, it was necessary to use a secondary breaking means such as a hydraulic breaker. Further, according to the method described in Patent Document 2, it is necessary to arrange a group of dedicated reinforcing bars for energization between the tension bar and the compression bar of the main reinforcing bar in advance, and the design and construction of the concrete slab can be performed. It's complicated.

本発明者の検討によれば、コンクリートに配筋された金属材を通電加熱により十分にコンクリートを破壊するには、配筋された金属材を1000℃以上の高温に通電加熱できる高電流を金属材に印加することが必要であり、金属材を1000℃以上の高温に加熱すると、電源から金属材に高電流を送電するケーブルの電気絶縁被膜が金属材からの熱で劣化するおそれがあるとの課題が判明した。 According to the study of the present inventor, in order to sufficiently destroy the concrete by energizing and heating the metal material reinforced in the concrete, a high current capable of energizing and heating the reinforced metal material to a high temperature of 1000 ° C. or higher is applied to the metal. It is necessary to apply it to the material, and if the metal material is heated to a high temperature of 1000 ° C or higher, the electrical insulation coating of the cable that transmits a high current from the power supply to the metal material may deteriorate due to the heat from the metal material. The problem was found.

本発明は前記の課題を解決するためになされたもので、コンクリートに配筋された金属材を通電加熱により十分にコンクリートを破壊でき、且つ金属材を高温に加熱しても、電源から金属材に高電流を送電するケーブルの電気絶縁被膜を損傷するおそれを解消できる補強コンクリートの解体方法及びその解体装置を提供することを目的とする。 The present invention has been made to solve the above-mentioned problems, and the concrete can be sufficiently destroyed by energizing and heating the metal material laid on the concrete, and even if the metal material is heated to a high temperature, the metal material is supplied from the power source. It is an object of the present invention to provide a method for disassembling reinforced concrete and a disassembling device thereof, which can eliminate the risk of damaging the electrical insulating coating of a cable that transmits a high current.

前記の目的を達成するためになされた本発明に係る補強コンクリートの解体方法は、コンクリート部を貫通する金属製補強材で補強された補強コンクリートを、前記金属製補強材に通電加熱して解体する際に、前記金属製補強材の二箇所を前記コンクリート部から露出する露出部に形成し、且つ直流電源から延出したケーブルを構成する樹脂製の電気絶縁被膜で被覆した導電線の先端部に放熱機能を有する金属製の電極を装着した後、前記金属製補強材の前記露出部の各々に前記電極を接続し、前記金属補強材を通電加熱して前記コンクリート部を破壊するように前記直流電源から前記金属補強材に少なくとも12Vで且つ3000Aの直流電流を印加しつつ、通電加熱された前記金属製補強材から伝熱される熱により前記ケーブルを構成する前記絶縁被膜が損傷されないように前記熱を前記電極から放熱することを特徴とするものである。 In the method for disassembling the reinforcing concrete according to the present invention, which has been made to achieve the above object, the reinforcing concrete reinforced with the metal reinforcing material penetrating the concrete portion is disassembled by energizing and heating the metal reinforcing material. At that time, the two parts of the metal reinforcing material are formed in the exposed part exposed from the concrete part, and the tip of the conductive wire coated with the resin electric insulating film constituting the cable extending from the DC power supply is formed. After mounting a metal electrode having a heat dissipation function, the electrode is connected to each of the exposed portions of the metal reinforcing material, and the metal reinforcing material is energized and heated to destroy the concrete portion. While applying a DC current of at least 12 V and 3000 A from the power source to the metal reinforcing material, the heat is so that the insulating coating constituting the cable is not damaged by the heat transferred from the metal reinforcing material heated by energization. Is radiated from the electrode.

前記金属製補強材として、鉄筋又は鉄骨を用い、前記鉄筋又は鉄骨の両端部の各々を前記電極と接続できるように前記補強コンクリートから露出する露出部とし、前記露出部の前記電極との接続面を導電性被膜で覆うことにより、鉄筋又は鉄骨の露出部と電極とを確実に接続でき好ましい。 Reinforcing bars or steel frames are used as the metal reinforcing material, and both ends of the reinforcing bars or steel frames are exposed from the reinforcing concrete so that they can be connected to the electrodes, and the connecting surface of the exposed parts to the electrodes. Is preferable because the exposed portion of the reinforcing bar or the steel frame and the electrode can be reliably connected by covering the surface with a conductive film.

前記金属製補強材として、表面が凹凸面に形成された異形鉄筋を用い、前記電極と接続する前記異形鉄筋の露出部の前記電極との接続面を滑面となるように金属箔で覆うことにより、異形鉄筋の露出部と電極とを確実に接続でき好ましい。 As the metal reinforcing material, a deformed reinforcing bar whose surface is formed on an uneven surface is used, and the exposed portion of the deformed reinforcing bar connected to the electrode is covered with a metal foil so as to be a smooth surface. Therefore, it is preferable that the exposed portion of the deformed reinforcing bar and the electrode can be reliably connected.

前記電極として、銅又はその合金製の電極を用い、前記電極の少なくとも一部の面を凹凸状の放熱面に形成することにより、電極の導電性と放熱機能とを更に向上でき好ましい。 It is preferable that an electrode made of copper or an alloy thereof is used as the electrode, and at least a part of the surface of the electrode is formed as a concavo-convex heat radiating surface, so that the conductivity and heat radiating function of the electrode can be further improved.

また、本発明に係る補強コンクリートの解体装置は、コンクリート部を貫通する金属製補強材で補強された補強コンクリートを、前記金属製補強材に通電加熱して解体する解体装置であって、前記金属製補強材が通電加熱されるように、前記コンクリート部から露出する前記金属補強材の二箇所の露出部に少なくとも12Vで且つ3000Aの直流電流を印加できる直流電源と、前記直流電源から延出され、前記金属製補強材に前記直流電流を送電する導電線が樹脂製の電気絶縁被膜で被覆されたケーブルと、前記導電線の先端部に装着され、前記金属製補強材の両露出部の各々に接続される金属製の電極とを具備し、前記電極は、通電加熱された前記金属製補強材から伝熱される熱により前記ケーブルを構成する前記電気絶縁被膜が損傷されないように前記熱を放熱する放熱機能を有することを特徴とするものである。 Further, the reinforcing concrete dismantling device according to the present invention is a dismantling device that dismantles a reinforcing concrete reinforced with a metal reinforcing material penetrating a concrete portion by energizing and heating the metal reinforcing material, and the metal. A DC power supply capable of applying a DC current of at least 12 V and 3000 A to the two exposed parts of the metal reinforcing material exposed from the concrete portion and a DC power supply extending from the DC power supply so that the reinforcing material is energized and heated. , A cable in which a conductive wire that transmits a direct current to the metal reinforcing material is coated with a resin electric insulating coating, and a cable that is attached to the tip of the conductive wire and both exposed portions of the metal reinforcing material. The electrode is provided with a metal electrode connected to the cable, and the electrode dissipates the heat so that the electric insulating coating constituting the cable is not damaged by the heat transferred from the metal reinforcing material heated by electric current. It is characterized by having a heat dissipation function.

前記金属製補強材は、鉄筋又は鉄骨であって、前記鉄筋又は鉄骨の両端部の各々が前記電極と接続されるように前記コンクリート部から露出される露出部に形成され、且つ前記露出部の前記電極との接続面が導電性被膜で覆われていることにより、鉄筋又は鉄骨の露出部と電極とが確実に接続され好ましい。 The metal reinforcing material is a reinforcing bar or a steel frame, and is formed in an exposed portion exposed from the concrete portion so that each of both ends of the reinforcing bar or the steel frame is connected to the electrode, and the exposed portion of the exposed portion. It is preferable that the connecting surface with the electrode is covered with the conductive film so that the exposed portion of the reinforcing bar or the steel frame and the electrode are surely connected.

前記金属製補強材は、表面が凹凸面に形成された異形鉄筋であって、前記電極と接続される前記異形鉄筋の露出部の前記電極との接続面が平滑面となるように金属箔で覆われていることにより、異形鉄筋の露出部と電極とが確実に接続され好ましい。 The metal reinforcing material is a deformed reinforcing bar whose surface is formed on an uneven surface, and is made of a metal foil so that the connecting surface of the exposed portion of the deformed reinforcing bar connected to the electrode to the electrode becomes a smooth surface. By being covered, the exposed portion of the deformed reinforcing bar and the electrode are securely connected, which is preferable.

前記電極が、銅又はその合金製であって、前記電極の少なくとも一部の面が凹凸状の放熱面に形成されていることにより、電極の導電性と放熱機能とが更に向上され好ましい。 It is preferable that the electrode is made of copper or an alloy thereof and at least a part of the surface of the electrode is formed as an uneven heat radiating surface, so that the conductivity and heat radiating function of the electrode are further improved.

本発明によれば、補強コンクリートのコンクリート部から露出する金属製補強材の二箇所の露出部に、少なくとも12Vで且つ3000Aの高直流電流を印加できることから、コンクリート部を十分に破壊できる高温にコンクリート部内の金属製補強材を通電加熱できる。しかも、高温に通電加熱された金属補強材からの伝熱による熱を、放熱機能を有する電極により放熱されるので、直流電源から金属製補強材の露出部に高直流電流を送電するケーブルの樹脂製の電気絶縁被膜の熱損傷を防止できる。 According to the present invention, since a high DC current of at least 12 V and 3000 A can be applied to the two exposed parts of the metal reinforcing material exposed from the concrete part of the reinforced concrete, the concrete can be sufficiently destroyed at a high temperature. The metal reinforcing material inside the part can be energized and heated. Moreover, since the heat generated by the heat transfer from the metal reinforcing material that has been energized and heated to a high temperature is dissipated by the electrodes having a heat dissipation function, the resin of the cable that transmits a high DC current from the DC power supply to the exposed part of the metal reinforcing material. It is possible to prevent thermal damage to the electrically insulating coating made of the product.

本発明に係る補強コンクリートの解体装置の一例を説明する概略図である。It is the schematic explaining an example of the dismantling apparatus of the reinforced concrete which concerns on this invention. 図1に示す補強コンクリートの解体装置に用いられる電極の正面図及び側面図である。It is a front view and the side view of the electrode used in the dismantling device of the reinforced concrete shown in FIG. 金属補強材として、環状のリブが所定間隔を介して設けられて表面が凹凸面となっている異形鉄筋が用いられたとき、電極と接続される異形鉄筋の端部の状態を示す部分正面図及び部分断面図である。Partial front view showing the state of the end of the deformed reinforcing bar connected to the electrode when a deformed reinforcing bar having annular ribs provided at predetermined intervals and having an uneven surface is used as the metal reinforcing material. And a partial cross-sectional view. 金属補強材として、U字状の鉄筋を用いられたとき或いは補強コンクリートの中途部を解体しようとするとき、鉄筋の端部と電極との接続を説明する説明図である。It is explanatory drawing explaining the connection between the end portion of a reinforcing bar and an electrode when a U-shaped reinforcing bar is used as a metal reinforcing material, or when it is going to disassemble the middle part of a reinforced concrete.

以下、本発明を詳細に説明するが、本発明の範囲はこれらに限定されるものではない。 Hereinafter, the present invention will be described in detail, but the scope of the present invention is not limited thereto.

本発明に係る補強コンクリートの解体装置の一例を図1に示す概略図で説明する。図1に示す補強コンクリートとしてのブロック10は、金属製補強材として主筋である複数本の鉄筋20がコンクリート部10aを貫通し、その各端部はブロック10の両端面から突出する露出部20aに形成されている。更に、コンクリート部10a内の鉄筋20の各々は、鉄筋20と直交するように配筋された複数本の鉄製の帯筋20bで互いに拘束されている。尚、鉄筋20と帯筋20bとは結束線で一体化されている。 An example of the reinforced concrete dismantling device according to the present invention will be described with reference to the schematic view shown in FIG. In the block 10 as reinforcing concrete shown in FIG. 1, a plurality of reinforcing bars 20 which are main bars as a metal reinforcing material penetrate the concrete portion 10a, and each end portion thereof is exposed portion 20a protruding from both end surfaces of the block 10. It is formed. Further, each of the reinforcing bars 20 in the concrete portion 10a is restrained from each other by a plurality of reinforcing bars 20b arranged so as to be orthogonal to the reinforcing bars 20. The reinforcing bar 20 and the band bar 20b are integrated by a binding wire.

このようなブロック10を解体する解体装置は、直流電源30と、直流電源30から供給された直流電流の電圧及び電流値を調整するコントローラ40と、コントローラ40で調整された直流電流を分配する分配器50と、分配器50で分配された直流電流を鉄筋20の露出部20aに送電する複数本のケーブル60と、鉄筋20の露出部20a側となるケーブル60の各端部に設けられ、所定の鉄筋20の露出部20aに装着される金属製の電極70とから構成される。 The dismantling device for disassembling the block 10 includes a DC power supply 30, a controller 40 that adjusts the voltage and current value of the DC current supplied from the DC power supply 30, and a distribution that distributes the DC current adjusted by the controller 40. A device 50, a plurality of cables 60 for transmitting the direct current distributed by the distributor 50 to the exposed portion 20a of the reinforcing bar 20, and a predetermined cable 60 provided at each end of the cable 60 on the exposed portion 20a side of the reinforcing bar 20. It is composed of a metal electrode 70 mounted on the exposed portion 20a of the reinforcing bar 20 of the above.

直流電源30は、少なくとも12Vで且つ3000Aの直流電流を給電できるものであれば、一台の直流発電機でもよく、図1に示すように交流発電機30aとインバータ型直流変換器30bとから構成することが好ましい。交流発電機30aとしては、燃料として軽油又はガソリンを使う内燃力発電機を用いることが、既存の電源設備のない工事現場でも使うことができ好ましい。また、交流発電機30aからインバータ型直流変換器30bに給電する交流としては、三相交流とすることが、インバータ型直流変換器30bから安定した直流電流を鉄筋20に給電でき好ましい。このような直流電源30が給電できる直流電流の上限は50Vで且つ6000Aとすることが安全上好ましい。
尚、交流発電機30aとインバータ型直流変換器30bとの各々には、その基台に滑車を装着しておくことにより、各機器の搬送を簡単に行うことができる。
The DC power supply 30 may be a single DC generator as long as it is at least 12 V and can supply a DC current of 3000 A, and is composed of an AC generator 30a and an inverter type DC converter 30b as shown in FIG. It is preferable to do so. As the alternator 30a, it is preferable to use an internal-combustion power generator that uses light oil or gasoline as fuel because it can be used even at a construction site without existing power supply equipment. Further, it is preferable that the alternating current supplied from the alternator 30a to the inverter type direct current converter 30b is a three-phase alternating current because a stable direct current can be supplied from the inverter type direct current converter 30b to the reinforcing bar 20. It is preferable for safety that the upper limit of the DC current that can be supplied by the DC power supply 30 is 50 V and 6000 A.
By mounting pulleys on the bases of the AC generator 30a and the inverter type DC converter 30b, each device can be easily transported.

直流電源30から給電された直流電流は、コントローラ40で所望の電圧及び電流値に調整され、分配器50に送電される。コントローラ40には、タイマー(図示せず)が設けられており、ブロック10の鉄筋20への直流電流の印加時間を制御できる。 The direct current supplied from the direct current power source 30 is adjusted to a desired voltage and current value by the controller 40, and is transmitted to the distributor 50. The controller 40 is provided with a timer (not shown), and can control the application time of the direct current to the reinforcing bar 20 of the block 10.

コントローラ40で所望の電圧及び電流値に制御された直流電流は、分配器50に送電され、ブロック10の両端面から突出する所定の鉄筋20の露出部20aにケーブル60及び電極70を介して印加されるように分配される。ケーブル60は、銅線等の導電線が樹脂製の電気絶縁被膜で被覆ており、導電線の先端に電極70が設けられている。+極の電極70と−極の電極70とは、鉄筋20の所定の露出部20aに装着されることにより、ケーブル60と鉄筋20とを電気的に接続している。 The direct current controlled to the desired voltage and current value by the controller 40 is transmitted to the distributor 50 and applied to the exposed portion 20a of the predetermined reinforcing bar 20 protruding from both end faces of the block 10 via the cable 60 and the electrode 70. It will be distributed as it is. In the cable 60, a conductive wire such as a copper wire is covered with an electrically insulating coating made of resin, and an electrode 70 is provided at the tip of the conductive wire. The positive electrode 70 and the negative electrode 70 are attached to a predetermined exposed portion 20a of the reinforcing bar 20 to electrically connect the cable 60 and the reinforcing bar 20.

電極70は、図2(b)に示すように二個の金属製の矩形ブロック70a、70bに分割されており、三本のボルト72で一体化されている。矩形ブロック70a、70bの分割面の各面には、凹部74が形成されており、矩形ブロック70a、70bが三本のボルト72で一体化されることにより、鉄筋20の露出部20aが挿入されて固定される挿入孔部が形成される。この挿入孔部に挿入されて固定される鉄筋20の露出部20aの外周面は、洗浄剤及び/又はウエス等により錆等の汚れが除去された後、導電性被膜22が形成されており、挿入された露出部20aの外周面と挿入孔部の内周面との電気的接続が担保されている。導電性被膜22として、断面形状が略円形の鉄筋20では、金属箔を好適に用いることができる。但し、このような導電性被膜22は、汚れが除去された露出部20aの外周面と挿入孔部の内周面とが直接密着できるようであれば不要である。 As shown in FIG. 2B, the electrode 70 is divided into two metal rectangular blocks 70a and 70b, and is integrated by three bolts 72. A recess 74 is formed on each of the divided surfaces of the rectangular blocks 70a and 70b, and the exposed portion 20a of the reinforcing bar 20 is inserted by integrating the rectangular blocks 70a and 70b with three bolts 72. An insertion hole to be fixed is formed. A conductive coating 22 is formed on the outer peripheral surface of the exposed portion 20a of the reinforcing bar 20 that is inserted and fixed in the insertion hole after the dirt such as rust is removed by a cleaning agent and / or a waste cloth or the like. The electrical connection between the outer peripheral surface of the inserted exposed portion 20a and the inner peripheral surface of the insertion hole portion is guaranteed. As the conductive coating 22, a metal foil can be preferably used for the reinforcing bar 20 having a substantially circular cross-sectional shape. However, such a conductive coating 22 is unnecessary as long as the outer peripheral surface of the exposed portion 20a from which the dirt has been removed and the inner peripheral surface of the insertion hole portion can be in direct contact with each other.

また、三本のボルト72の各々には、ケーブル60の銅電線に接続されたフランジ部62は電極70の平坦面に座金73を介して接続することができる。図2では、中央部のボルト72のみに、ケーブル60の銅電線に接続されたフランジ部62が電極70の平坦面に座金73を介して接続されている。 Further, to each of the three bolts 72, the flange portion 62 connected to the copper wire of the cable 60 can be connected to the flat surface of the electrode 70 via the washer 73. In FIG. 2, the flange portion 62 connected to the copper electric wire of the cable 60 is connected to the flat surface of the electrode 70 via the washer 73 only to the bolt 72 in the central portion.

鉄筋20に少なくとも12Vで且つ3000Aの直流電流を印加して、鉄筋20を通電加熱すると、鉄筋20は1000℃を超える温度に加熱されることから、加熱された鉄筋20より電極70を介して伝熱された熱によりケーブル60の樹脂製の電気絶縁被膜やコントローラ40の計器等が損傷されるおそれがある。このため、電極70は、加熱された鉄筋20からの熱を放熱し、ケーブル60の電気絶縁被膜の損傷を防止する放熱機能を有している。このような放熱機能を有する電極70としては、矩形ブロック70a,70bを導電性及び熱伝導性が良好な銅又はクロム銅合金等の銅合金で形成し、且つ図2に示すように、鉄筋20の露出部20aが挿入される孔部が開口されている端面及びその反対側端面の全面に亘って多数本の溝76を形成し、電極70の表面積を可及的に大きくすることにより放熱性能を向上している。 When a DC current of at least 12 V and 3000 A is applied to the reinforcing bar 20 to energize and heat the reinforcing bar 20, the reinforcing bar 20 is heated to a temperature exceeding 1000 ° C., so that the reinforcing bar 20 is transmitted from the heated reinforcing bar 20 through the electrode 70. The heated heat may damage the resin electrical insulating coating of the cable 60, the instrument of the controller 40, and the like. Therefore, the electrode 70 has a heat dissipation function of radiating heat from the heated reinforcing bar 20 and preventing damage to the electrical insulating coating of the cable 60. As the electrode 70 having such a heat dissipation function, the rectangular blocks 70a and 70b are formed of a copper alloy such as copper or a chromium copper alloy having good conductivity and thermal conductivity, and as shown in FIG. 2, the reinforcing bar 20 is formed. A large number of grooves 76 are formed over the entire surface of the end face where the hole into which the exposed portion 20a is inserted and the end face on the opposite side thereof are opened, and the surface area of the electrode 70 is made as large as possible to dissipate heat. Is improving.

図1及び図2に示す補強コンクリートの解体装置を用いてブロック10を解体する際には、先ず、コンクリート部10aを貫通する鉄筋20の露出部20aの各々を洗浄剤及び/又はウエス等により錆等の汚れを除去いた後、導電性補助塗布剤、例えば静岡興産株式会社製のニッケイジョタル(商品名)を塗布して導電性被膜22を形成する。次いで、所定の鉄筋20の露出部20aの一方に、分配器50の+極から延出されたケーブル60の先端に接続された+極の電極70を装着し、他方の露出部20aにも分配器50の−極から延出されたケーブル60の先端に接続された−極の電極70を装着することにより、鉄筋20を通電加熱可能とすることができる。図1に示すブロック10は、ブロック10の両端から露出する全ての鉄筋20の露出部20aに電極70が装着されており、すべての鉄筋20を通電加熱可能となっている。 When dismantling the block 10 using the reinforcing concrete dismantling device shown in FIGS. 1 and 2, first, each of the exposed parts 20a of the reinforcing bar 20 penetrating the concrete part 10a is rusted by a cleaning agent and / or a waste cloth or the like. After removing stains such as, a conductive auxiliary coating agent, for example, Nikkeijotal (trade name) manufactured by Shizuoka Kosan Co., Ltd. is applied to form a conductive coating 22. Next, an electrode 70 of the + pole connected to the tip of the cable 60 extending from the + pole of the distributor 50 is attached to one of the exposed portions 20a of the predetermined reinforcing bar 20, and the electrode 70 is also distributed to the other exposed portion 20a. By attaching the electrode 70 of the-pole connected to the tip of the cable 60 extending from the-pole of the vessel 50, the reinforcing bar 20 can be energized and heated. In the block 10 shown in FIG. 1, electrodes 70 are attached to exposed portions 20a of all the reinforcing bars 20 exposed from both ends of the block 10, and all the reinforcing bars 20 can be energized and heated.

その後、交流発電機30aを駆動して、三相交流をインバータ型直流変換器30bに給電し、インバータ型直流変換器30bから少なくとも12Vで且つ3000Aの直流電流をコントローラ40に送電する。コントローラ40では、ブロック10のコンクリート部10aを破壊できる電圧、電流値に調整し分配器50に給電する。分配器50からは、ケーブル60と電極70を介してすべての鉄筋20に直流電流を印加し、鉄筋20を1200〜1500℃の高温に通電加熱してコンクリート部10aを破壊する。鉄筋20への直流電流の印加時間は、コントローラ40に設けられたタイマーで10〜20分程度となるように制御される。鉄筋20の通電加熱を20分を超えて施しても、コンクリート部10aの破壊程度は飽和に達しているからである。
尚、鉄筋20に印加する電圧、電流値は、試験的にコンクリート部10aを撥って部分的に鉄筋20の一部を露出し、赤外線温度計等で測定して1200℃以上の温度に10〜20分で加熱される値を予め求めておくことが好ましい。
After that, the AC generator 30a is driven to supply three-phase AC to the inverter type DC converter 30b, and a DC current of at least 12V and 3000A is transmitted from the inverter type DC converter 30b to the controller 40. The controller 40 adjusts the concrete portion 10a of the block 10 to a voltage and current value that can destroy the concrete portion 10a, and supplies power to the distributor 50. From the distributor 50, a direct current is applied to all the reinforcing bars 20 via the cable 60 and the electrode 70, and the reinforcing bars 20 are energized and heated to a high temperature of 1200 to 1500 ° C. to destroy the concrete portion 10a. The time for applying the direct current to the reinforcing bar 20 is controlled by a timer provided in the controller 40 so as to be about 10 to 20 minutes. This is because even if the reinforcing bar 20 is energized and heated for more than 20 minutes, the degree of destruction of the concrete portion 10a has reached saturation.
The voltage and current values applied to the reinforcing bar 20 are measured at a temperature of 1200 ° C. or higher by repelling the concrete portion 10a on a trial basis to partially expose a part of the reinforcing bar 20 and measuring with an infrared thermometer or the like. It is preferable to obtain the value to be heated in about 20 minutes in advance.

このように鉄筋20が1200℃以上に通電加熱されるため、その熱は鉄筋20の露出部20aに伝熱される。露出部20aに伝熱された熱の一部は露出部20a自身から放熱されるものの、露出部20aを450〜500℃に加熱する。この露出部20aの熱がケールブ60に伝熱されると、ケーブル60の樹脂製の電気絶縁被膜やコントローラ40の計器等が破損されるおそれがある。この点、図1及び図2に示す電極70は、導電性及び熱伝導性が良好な銅又はクロム銅合金等の銅合金で形成され、且つ鉄筋20の露出部20aが挿入される孔部が開口されている端面及びその反対側の端面の全面に亘って形成された多数本の溝76により、電極70の表面積が可及的に拡大されている。このような電極70は、それ自体を形成する熱伝導性が良好な金属と拡大された表面積とが相俟って優れた放熱性能を奏することができ、露出部20aの各々に伝熱された熱は装着された電極70で十分に放熱される。その結果、ケーブル60の導電線等の温度を50〜40℃程度に低下でき、ケーブル60の電気絶縁被膜やコントローラ40の計器等が熱による損傷を受けるおそれを解消できる。 Since the reinforcing bar 20 is energized and heated to 1200 ° C. or higher in this way, the heat is transferred to the exposed portion 20a of the reinforcing bar 20. Although a part of the heat transferred to the exposed portion 20a is dissipated from the exposed portion 20a itself, the exposed portion 20a is heated to 450 to 500 ° C. If the heat of the exposed portion 20a is transferred to the cable 60, the resin electrical insulating coating of the cable 60, the instrument of the controller 40, and the like may be damaged. In this regard, the electrode 70 shown in FIGS. 1 and 2 is formed of a copper alloy such as copper or a chromium copper alloy having good conductivity and thermal conductivity, and has a hole into which the exposed portion 20a of the reinforcing bar 20 is inserted. The surface area of the electrode 70 is expanded as much as possible by a large number of grooves 76 formed over the entire surface of the opened end face and the end face on the opposite side thereof. Such an electrode 70 can exhibit excellent heat dissipation performance in combination with a metal having good thermal conductivity forming itself and an enlarged surface area, and heat is transferred to each of the exposed portions 20a. The heat is sufficiently dissipated by the mounted electrode 70. As a result, the temperature of the conductive wire of the cable 60 and the like can be lowered to about 50 to 40 ° C., and the possibility that the electrical insulating coating of the cable 60 and the instrument of the controller 40 are damaged by heat can be eliminated.

鉄筋20を1200℃以上に10〜20分程度の通電加熱によりコンクリート部10aを破壊できる理由は、次のように考えられる。鉄筋20が通電加熱されると、鉄筋20とコンクリート部10aの熱膨張率差により、熱膨張した鉄筋20によりコンクリート部10aにストレスが加えられ、且つコンクリート部10aに含まれている水分も鉄筋20からの熱で膨張する。このような鉄筋20自身の膨張とコンクリート部10a内の水分の膨張とが相俟ってコンクリート部10aに亀裂が生じる。このような通電加熱の熱により、帯筋20bと鉄筋20とを一体化する結束線も消失している。 The reason why the concrete portion 10a can be broken by energizing the reinforcing bar 20 to 1200 ° C. or higher for about 10 to 20 minutes is considered as follows. When the reinforcing bar 20 is energized and heated, stress is applied to the concrete portion 10a by the thermally expanded reinforcing bar 20 due to the difference in the coefficient of thermal expansion between the reinforcing bar 20 and the concrete portion 10a, and the moisture contained in the concrete portion 10a is also contained in the reinforcing bar 20. It expands with the heat from. The expansion of the reinforcing bar 20 itself and the expansion of the water content in the concrete portion 10a combine to cause a crack in the concrete portion 10a. Due to the heat of such energization heating, the binding wire that integrates the band bar 20b and the reinforcing bar 20 has also disappeared.

次いで、鉄筋20への直流電流の印加が終了し、鉄筋20及びコンクリート部10aが冷却されると、鉄筋20とコンクリート部10aとの付着力が失われており、鉄筋20を簡単に引き抜くことができる。また、鉄筋20を引き抜いたコンクリート部10aは、帯筋20bで囲まれた部分まで細かなひび割れが生じていることから、ハンマー等による僅かな衝撃で簡単に砕くことができ、帯筋20bも取り出すことができる。 Next, when the application of the direct current to the reinforcing bar 20 is completed and the reinforcing bar 20 and the concrete portion 10a are cooled, the adhesive force between the reinforcing bar 20 and the concrete portion 10a is lost, and the reinforcing bar 20 can be easily pulled out. it can. Further, since the concrete portion 10a from which the reinforcing bar 20 has been pulled out has fine cracks up to the portion surrounded by the reinforcing bar 20b, it can be easily crushed by a slight impact with a hammer or the like, and the reinforcing bar 20b is also taken out. be able to.

ところで、コンクリート部10aと鉄筋との密着性を向上すべく、鉄筋として、リブや突起等により表面が凹凸面に形成された異形鉄筋が用いられている。異形鉄筋の一例として、図3に異形鉄筋24を示す。異形鉄筋24は、鉄筋本体24aの周面に形成された環状リブ14aが鉄筋本体24aの長手方向に沿って所定間隔を介して形成されている。このような異形鉄筋24が用いられているブロック10では、その両端面から突出する露出部25の表面も凹凸面となっており、露出部25が挿入される電極70の挿入孔部の内壁面との密着性が低下するおそれがある。このような異形鉄筋24の露出部25の表面を洗浄剤及び/又はウエス等により汚れを除去した後、図3の部分断面拡大図に示すように金属箔としての銅箔26を何回か巻き付けることにより可及的に滑面とすることができ、電極70の挿入孔部の内壁面との密着性を向上できる。 By the way, in order to improve the adhesion between the concrete portion 10a and the reinforcing bar, a deformed reinforcing bar whose surface is formed into an uneven surface by ribs, protrusions or the like is used as the reinforcing bar. As an example of the deformed reinforcing bar, FIG. 3 shows the deformed reinforcing bar 24. In the deformed reinforcing bar 24, annular ribs 14a formed on the peripheral surface of the reinforcing bar main body 24a are formed at predetermined intervals along the longitudinal direction of the reinforcing bar main body 24a. In the block 10 in which such a deformed reinforcing bar 24 is used, the surface of the exposed portion 25 protruding from both end surfaces thereof is also an uneven surface, and the inner wall surface of the insertion hole portion of the electrode 70 into which the exposed portion 25 is inserted is also an uneven surface. Adhesion with and may decrease. After removing stains on the surface of the exposed portion 25 of the deformed reinforcing bar 24 with a cleaning agent and / or a waste cloth or the like, the copper foil 26 as a metal foil is wound several times as shown in the enlarged partial cross-sectional view of FIG. As a result, the surface can be made as smooth as possible, and the adhesion with the inner wall surface of the insertion hole portion of the electrode 70 can be improved.

鉄筋として、図4(a)に示すU字状の鉄筋28が用いられることがある。このような鉄筋28が用いられたブロック10では、その端面の一方に鉄筋28の各々の端部を露出して露出部28aとし、各露出部28aにケーブル60の先端に装着した電極70を接続することにより、鉄筋28を通電加熱できる。
また、図4(b)に示すように、柱状のブロック10のコンクリート部10aの二箇所を撥って、鉄筋20の各中間部を露出して露出部20aとした後、露出部20aの各々にケーブル60の先端に装着した電極70を接続することにより、鉄筋20の中間部を通電加熱できる。
尚、金属補強材として、H鋼材が用いられた補強コンクリートの解体にも、本発明に係る補強コンクリートの解体方法及びその解体装置を適用できる。
As the reinforcing bar, the U-shaped reinforcing bar 28 shown in FIG. 4A may be used. In the block 10 in which such a reinforcing bar 28 is used, each end portion of the reinforcing bar 28 is exposed on one of the end faces thereof to form an exposed portion 28a, and an electrode 70 attached to the tip of the cable 60 is connected to each exposed portion 28a. By doing so, the reinforcing bar 28 can be energized and heated.
Further, as shown in FIG. 4B, after repelling two places of the concrete portion 10a of the columnar block 10 to expose each intermediate portion of the reinforcing bar 20 to form an exposed portion 20a, each of the exposed portions 20a. By connecting the electrode 70 attached to the tip of the cable 60 to, the intermediate portion of the reinforcing bar 20 can be energized and heated.
The method for dismantling the reinforced concrete and the dismantling device thereof according to the present invention can also be applied to the dismantling of the reinforced concrete in which the H steel material is used as the metal reinforcing material.

図1、図4に示すように鉄筋20又はその端部又は中間部をコンクリート部10aから露出する手段としては、削岩機等の通常使用されているコンクリート用破砕機を用いることができる。また、コンクリート建造物から図1に示すブロック10を取り出す手段として、特開昭48−88572号等に記載されている溶断装置を用いることができる。この溶断装置は、アセチレンガスやプロパンガス等の可燃性ガスと酸素ガスとを混合燃焼させた高温の燃焼ガスと金属粉とを混合して所定部位のコンクリート建造物に吹き付けてコンクリートや鉄筋を溶融して切断するものである。但し、このようにコンクリートや鉄筋を溶融して切断してブロック10を得た場合、ブロック10の端面から鉄筋20の端部を機械的手段等で露出して露出部20bを形成することを要する。 As shown in FIGS. 1 and 4, as a means for exposing the reinforcing bar 20 or its end or intermediate portion from the concrete portion 10a, a commonly used concrete crusher such as a rock drill can be used. Further, as a means for taking out the block 10 shown in FIG. 1 from the concrete building, a fusing device described in JP-A-48-885772 or the like can be used. This fusing device mixes high-temperature combustion gas, which is a mixture of combustible gas such as acetylene gas and propane gas, and oxygen gas, and metal powder, and sprays it onto a concrete structure at a predetermined site to melt concrete and reinforcing bars. And cut it. However, when the concrete or the reinforcing bar is melted and cut in this way to obtain the block 10, it is necessary to expose the end portion of the reinforcing bar 20 from the end face of the block 10 by mechanical means or the like to form the exposed portion 20b. ..

図1〜図4に示す解体装置を用いて複数本の鉄筋20で補強されたブロック10を解体すると、複数本の鉄筋20は原型を留めて取り出すことができ、車等での搬送を簡単とすることができる。また、コンクリート部10aは、ハンマー等の衝撃で簡単に細かく砕くことができ、二次解体を施すことなく帯筋20bを取り出すことができる。更に、このようにして砕いた粉砕コンクリートは、従来の機械粉砕したものに比較して細かく粉砕されており、砂利等の再生コンクリート用として好適に用いることができる。しかも、ブロック10の解体を、従来の機械解体に比較して騒音・振動・粉塵を低減して行うことができる。 When the block 10 reinforced with a plurality of reinforcing bars 20 is disassembled using the dismantling device shown in FIGS. 1 to 4, the plurality of reinforcing bars 20 can be taken out while retaining the prototype, and can be easily transported by car or the like. can do. Further, the concrete portion 10a can be easily crushed into small pieces by the impact of a hammer or the like, and the strip 20b can be taken out without performing secondary dismantling. Further, the crushed concrete crushed in this way is finely crushed as compared with the conventional mechanically crushed concrete, and can be suitably used for recycled concrete such as gravel. Moreover, the block 10 can be disassembled with less noise, vibration, and dust as compared with the conventional mechanical disassembly.

本発明によれば、コンクリート部を貫通する鉄筋等の金属製補強材で補強された補強コンクリートの解体を簡単に且つ騒音・振動・粉塵を低減して行うことができる。従って、多くの補強コンクリートが用いられている古いビルディングや橋梁等のコンクリート建造物の解体を簡単に且つ騒音・振動・粉塵を低減して行うことができ、古いコンクリート建造物のリニユーアルの促進を図ることができる。 According to the present invention, it is possible to easily disassemble the reinforced concrete reinforced with a metal reinforcing material such as a reinforcing bar penetrating the concrete portion and reduce noise, vibration, and dust. Therefore, it is possible to easily dismantle concrete buildings such as old buildings and bridges where a lot of reinforced concrete is used and reduce noise, vibration, and dust, and promote the renewal of old concrete buildings. be able to.

10 ブロック
10a コンクリート部
14a 環状リブ
20,28 鉄筋
20a、25,28a 露出部
20b 帯筋
22 導電性被膜
24 異形鉄筋
24a 鉄筋本体
26 銅箔
30 直流電源
30a 交流発電機
30b インバータ型直流変換器
40 コントローラ
50 分配器
60 ケーブル
62 フランジ部
70 電極
70a、70b 矩形ブロック
72 ボルト
73 座金
74 凹部
76 溝
10 Block 10a Concrete part 14a Circular rib 20,28 Reinforcing bar 20a, 25,28a Exposed part 20b Band bar 22 Conductive coating 24 Deformed reinforcing bar 24a Reinforcing bar body 26 Copper foil 30 DC power supply 30a AC generator 30b Inverter type DC converter 40 controller 50 Distributor 60 Cable 62 Flange 70 Electrode 70a, 70b Rectangular block 72 Bolt 73 Seat 74 Recess 76 Groove

前記の目的を達成するためになされた本発明に係る補強コンクリートの解体方法は、コンクリート部を貫通する金属製補強材としての鉄筋又は鉄骨で補強された補強コンクリートを、前記鉄筋に通電加熱して解体する際に、前記鉄筋又は鉄骨の二箇所を前記コンクリート部から露出する露出部とし、直流電源から延出したケーブルを構成する樹脂製の電気絶縁被膜で被覆した導電線の先端部に放熱機能を有する金属製の電極を装着した後、前記鉄筋又は鉄骨の前記露出部の各々の導電性被膜で覆った接続面に前記電極に接続し、次いで、前記鉄筋又は鉄骨を通電加熱して前記コンクリート部を破壊するように前記直流電源から前記鉄筋又は鉄骨に少なくとも12Vで且つ3000Aの直流電流を印加しつつ、通電加熱された前記鉄筋又は鉄骨から伝熱される熱により前記ケーブルを構成する前記電気絶縁被膜が損傷されないように前記熱を前記電極から放熱することを特徴とするものである。 In the method of disassembling the reinforcing concrete according to the present invention, which has been made to achieve the above object, the reinforcing bar is energized and heated by reinforcing steel as a metal reinforcing material penetrating the concrete portion or reinforcing concrete reinforced with a steel frame. radiating when dismantling, the two portions of the reinforcing bars or steel and exposed portion exposed from the concrete section, the distal end portion of the conductive wire coated with a resin of an electrical insulating film constituting the cable extending from the dc power supply After attaching the functional metal electrode, the reinforcing bar or the steel frame is connected to the connecting surface covered with the conductive coating of each of the exposed portions of the reinforcing bar or the steel frame , and then the reinforcing bar or the steel frame is energized and heated. While applying a DC current of at least 12 V and 3000 A from the DC power source to the reinforcing bar or steel frame so as to destroy the concrete portion, the electricity constituting the cable by the heat transferred from the reinforcing bar or steel frame heated by energization. It is characterized in that the heat is radiated from the electrode so that the insulating film is not damaged.

前記鉄筋又は鉄骨の両端部の各々を前記電極と接続できるように前記補強コンクリートから露出する露出部とすることが好ましい。 It is preferable that both ends of the reinforcing bar or the steel frame are exposed portions exposed from the reinforced concrete so that they can be connected to the electrodes .

前記鉄筋として、表面が凹凸面に形成された異形鉄筋を用い、前記電極と接続する前記異形鉄筋の露出部の前記電極との接続面を滑面となるように金属箔で覆うことにより、異形鉄筋の露出部と電極とを確実に接続でき好ましい。 As the reinforcing bar , a deformed reinforcing bar whose surface is formed on an uneven surface is used, and the exposed portion of the deformed reinforcing bar connected to the electrode is covered with a metal foil so as to be a smooth surface. It is preferable that the exposed portion of the reinforcing bar and the electrode can be reliably connected.

また、本発明に係る補強コンクリートの解体装置は、コンクリート部を貫通する金属製補強材としての鉄筋又は鉄骨で補強された補強コンクリートを、前記鉄筋又は鉄骨に通電加熱して解体する解体装置であって、前記鉄筋又は鉄骨が通電加熱されるように、前記コンクリート部から露出する前記鉄筋又は鉄骨の二箇所の露出部に少なくとも12Vで且つ3000Aの直流電流を印加できる直流電源と、前記直流電源から延出され、前記鉄筋又は鉄骨に前記直流電流を送電する導電線が樹脂製の電気絶縁被膜で被覆されたケーブルと、前記導電線の先端部に装着され、前記鉄筋又は鉄骨の両露出部の各々の導電性被膜で覆われた接続面に接続される金属製の電極とを具備し、前記電極は、通電加熱された前記鉄筋又は鉄骨からの熱により前記ケーブルを構成する前記電気絶縁被膜が損傷されないように前記熱を放熱する放熱機能を有することを特徴とするものである。 Further, the reinforcing concrete dismantling device according to the present invention is a dismantling device that dismantles a reinforcing concrete reinforced with a reinforcing bar or a steel frame as a metal reinforcing material penetrating a concrete portion by energizing and heating the reinforcing bar or the steel frame. From the DC power supply that can apply a DC current of at least 12V and 3000A to the two exposed parts of the reinforcing bar or the steel frame exposed from the concrete portion so that the reinforcing bar or the steel frame is energized and heated. A cable in which a conductive wire extending and transmitting the direct current to the reinforcing bar or the steel frame is coated with an electric insulating coating made of resin, and a cable attached to the tip of the conductive wire, and both exposed portions of the reinforcing bar or the steel frame. Each of the electrodes is provided with a metal electrode connected to a connecting surface covered with a conductive coating, and the electrode is formed by the electrically insulating coating forming the cable by heat from the reinforcing bar or the steel frame which is electrically heated. It is characterized by having a heat dissipation function of radiating the heat so as not to be damaged.

前記鉄筋又は鉄骨の両端部の各々が前記電極と接続されるように前記コンクリート部から露出される露出部に形成されていることが好ましい。 It is preferable that each of both ends of the reinforcing bar or the steel frame is formed in an exposed portion exposed from the concrete portion so as to be connected to the electrode .

前記鉄筋は、表面が凹凸面に形成された異形鉄筋であって、前記電極と接続される前記異形鉄筋の露出部の前記電極との接続面が平滑面となるように金属箔で覆われていることにより、異形鉄筋の露出部と電極とが確実に接続され好ましい。 The reinforcing bar is a deformed reinforcing bar whose surface is formed on an uneven surface, and is covered with a metal foil so that the connecting surface of the exposed portion of the deformed reinforcing bar connected to the electrode with the electrode becomes a smooth surface. This is preferable because the exposed portion of the deformed reinforcing bar and the electrode are securely connected.

Claims (8)

コンクリート部を貫通する金属製補強材で補強された補強コンクリートを、前記金属製補強材に通電加熱して解体する際に、
前記金属製補強材の二箇所を前記コンクリート部から露出する露出部に形成し、且つ直流電源から延出したケーブルを構成する樹脂製の電気絶縁被膜で被覆した導電線の先端部に放熱機能を有する金属製の電極を装着した後、
前記金属製補強材の前記露出部の各々に前記電極を接続し、前記金属補強材を通電加熱して前記コンクリート部を破壊するように前記直流電源から前記金属補強材に少なくとも12Vで且つ3000Aの直流電流を印加しつつ、通電加熱された前記金属製補強材から伝熱される熱により前記ケーブルを構成する前記電気絶縁被膜が損傷されないように前記熱を前記電極から放熱することを特徴とする補強コンクリートの解体方法。
When dismantling reinforced concrete reinforced with a metal reinforcing material that penetrates the concrete part by energizing and heating the metal reinforcing material.
The two parts of the metal reinforcing material are formed in the exposed part exposed from the concrete part, and the tip of the conductive wire covered with the resin electric insulating coating constituting the cable extending from the DC power supply has a heat dissipation function. After attaching the metal electrode to have
The electrodes are connected to each of the exposed portions of the metal reinforcing material, and the metal reinforcing material is energized and heated to destroy the concrete portion at least 12 V and 3000 A from the DC power source to the metal reinforcing material. Reinforcement characterized in that the heat is radiated from the electrodes so that the electrical insulating coating constituting the cable is not damaged by the heat transferred from the metal reinforcing material heated by energization while applying a direct current. How to dismantle concrete.
前記金属製補強材として、鉄筋又は鉄骨を用い、前記鉄筋又は鉄骨の両端部の各々を前記電極と接続できるように前記補強コンクリートから露出する露出部とし、前記露出部の前記電極との接続面を導電性被膜で覆うことを特徴とする請求項1に記載の補強コンクリートの解体方法。 A reinforcing bar or a steel frame is used as the metal reinforcing material, and each of both ends of the reinforcing bar or the steel frame is exposed from the reinforcing concrete so that it can be connected to the electrode, and the connecting surface of the exposed portion to the electrode. The method for disassembling reinforced concrete according to claim 1, wherein the reinforced concrete is covered with a conductive film. 前記金属製補強材として、表面が凹凸面に形成された異形鉄筋を用い、前記電極と接続する前記異形鉄筋の露出部の前記電極との接続面を滑面となるように金属箔で覆うことを特徴とする請求項2に記載の補強コンクリートの解体方法。 As the metal reinforcing material, a deformed reinforcing bar whose surface is formed on an uneven surface is used, and the exposed portion of the deformed reinforcing bar connected to the electrode is covered with a metal foil so as to be a smooth surface. The method for disassembling reinforced concrete according to claim 2. 前記電極として、銅又はその合金製の電極を用い、前記電極の少なくとも一部の面を凹凸状の放熱面に形成することを特徴とする請求項1〜3のいずれかに記載の補強コンクリートの解体方法。 The reinforcing concrete according to any one of claims 1 to 3, wherein an electrode made of copper or an alloy thereof is used as the electrode, and at least a part of the surface of the electrode is formed as a concavo-convex heat radiation surface. Dismantling method. コンクリート部を貫通する金属製補強材で補強された補強コンクリートを、前記金属製補強材に通電加熱して解体する解体装置であって、
前記金属製補強材が通電加熱されるように、前記コンクリート部から露出する前記金属補強材の二箇所の露出部に少なくとも12Vで且つ3000Aの直流電流を印加できる直流電源と、
前記直流電源から延出され、前記金属製補強材に前記直流電流を送電する導電線が樹脂製の電気絶縁被膜で被覆されたケーブルと、
前記導電線の先端部に装着され、前記金属製補強材の両露出部の各々に接続される金属製の電極とを具備し、
前記電極は、通電加熱された前記金属製補強材からの熱により前記ケーブルを構成する前記電気絶縁被膜が損傷されないように前記熱を放熱する放熱機能を有することを特徴とする補強コンクリートの解体装置。
A dismantling device that dismantles reinforced concrete reinforced with a metal reinforcing material that penetrates the concrete portion by energizing and heating the metal reinforcing material.
A DC power supply capable of applying a DC current of at least 12 V and 3000 A to the two exposed portions of the metal reinforcing material exposed from the concrete portion so that the metal reinforcing material is energized and heated.
A cable in which a conductive wire extending from the DC power source and transmitting the DC current to the metal reinforcing material is coated with a resin electric insulating coating, and
It is provided with a metal electrode attached to the tip of the conductive wire and connected to each of both exposed portions of the metal reinforcing material.
The electrode is a heat-dissipating device for reinforcing concrete, which has a heat-dissipating function of radiating heat so that the electric insulating coating constituting the cable is not damaged by heat from the metal reinforcing material heated by energization. ..
前記金属製補強材は、鉄筋又は鉄骨であって、前記鉄筋又は鉄骨の両端部の各々が前記電極と接続されるように前記コンクリート部から露出される露出部に形成され、且つ前記露出部の前記電極との接続面が導電性被膜で覆われていることを特徴とする請求項5に記載の補強コンクリートの解体装置。 The metal reinforcing material is a reinforcing bar or a steel frame, and is formed in an exposed portion exposed from the concrete portion so that each of both ends of the reinforcing bar or the steel frame is connected to the electrode, and the exposed portion of the exposed portion. The reinforced concrete dismantling device according to claim 5, wherein the connecting surface with the electrode is covered with a conductive film. 前記金属製補強材は、表面が凹凸面に形成された異形鉄筋であって、前記電極と接続される前記異形鉄筋の露出部の前記電極との接続面が滑面となるように金属箔で覆われていることを特徴とする請求項6に記載の補強コンクリートの解体装置。 The metal reinforcing material is a deformed reinforcing bar whose surface is formed on an uneven surface, and is made of a metal foil so that the connecting surface of the exposed portion of the deformed reinforcing bar connected to the electrode to the electrode becomes a smooth surface. The reinforced concrete dismantling device according to claim 6, wherein the reinforced concrete is covered. 前記電極が、銅又はその合金製であって、前記電極の少なくとも一部の面が凹凸状の放熱面に形成されていることを特徴とする請求項5〜7のいずれかに記載の補強コンクリートの解体装置。



The reinforced concrete according to any one of claims 5 to 7, wherein the electrode is made of copper or an alloy thereof, and at least a part of the surface of the electrode is formed as an uneven heat radiating surface. Dismantling device.



JP2019182011A 2019-04-05 2019-10-02 Dismantling method of reinforced concrete and its dismantling apparatus Expired - Fee Related JP6707168B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2019072437 2019-04-05
JP2019072437 2019-04-05

Publications (2)

Publication Number Publication Date
JP6707168B1 JP6707168B1 (en) 2020-06-10
JP2020172840A true JP2020172840A (en) 2020-10-22

Family

ID=70976326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019182011A Expired - Fee Related JP6707168B1 (en) 2019-04-05 2019-10-02 Dismantling method of reinforced concrete and its dismantling apparatus

Country Status (1)

Country Link
JP (1) JP6707168B1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112387750A (en) * 2020-10-23 2021-02-23 无为县永晟土石方工程有限公司 House removal reinforcing bar explains splitter

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4877629A (en) * 1972-01-19 1973-10-18
JPS59233072A (en) * 1983-05-17 1984-12-27 三菱電機株式会社 Destruction of concrete building
JPS6152041U (en) * 1984-09-10 1986-04-08
JPS62133256A (en) * 1985-12-02 1987-06-16 東急建設株式会社 Method and apparatus for disassembling reinforced concrete structure
JPS6314963A (en) * 1986-07-07 1988-01-22 前田建設工業株式会社 Construction method for disassembling reinforced concrete structure by current supply heating
JPH0868215A (en) * 1994-08-29 1996-03-12 Maeda Corp Heavy weight reinforced concrete slab and electrical heating demolition method
JPH11329561A (en) * 1998-05-18 1999-11-30 Fanuc Ltd Heat-radiating structure using connector
JP2003157927A (en) * 2001-10-29 2003-05-30 Hewlett Packard Co <Hp> Electric connector with strengthened heat resistance
JP2006318812A (en) * 2005-05-13 2006-11-24 Fujikura Ltd Cable connection terminal and electric connection box using same

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4877629A (en) * 1972-01-19 1973-10-18
JPS59233072A (en) * 1983-05-17 1984-12-27 三菱電機株式会社 Destruction of concrete building
JPS6152041U (en) * 1984-09-10 1986-04-08
JPS62133256A (en) * 1985-12-02 1987-06-16 東急建設株式会社 Method and apparatus for disassembling reinforced concrete structure
JPS6314963A (en) * 1986-07-07 1988-01-22 前田建設工業株式会社 Construction method for disassembling reinforced concrete structure by current supply heating
JPH0868215A (en) * 1994-08-29 1996-03-12 Maeda Corp Heavy weight reinforced concrete slab and electrical heating demolition method
JPH11329561A (en) * 1998-05-18 1999-11-30 Fanuc Ltd Heat-radiating structure using connector
JP2003157927A (en) * 2001-10-29 2003-05-30 Hewlett Packard Co <Hp> Electric connector with strengthened heat resistance
JP2006318812A (en) * 2005-05-13 2006-11-24 Fujikura Ltd Cable connection terminal and electric connection box using same

Also Published As

Publication number Publication date
JP6707168B1 (en) 2020-06-10

Similar Documents

Publication Publication Date Title
JP6707168B1 (en) Dismantling method of reinforced concrete and its dismantling apparatus
JP2006322177A (en) Snow melter for diagonal cable of cable stayed bridge and installation method of snow melter for diagonal cable
US5389765A (en) Arrangement for severing the tension member of a soil anchor at a predetermined location by induction heating
KR20180082861A (en) Freeze prevention structure for pavement and constru
US8557102B2 (en) Electrode structure for protection of structural bodies
JP6193091B2 (en) Repair method of PC structure
JP4978861B2 (en) Electrocorrosion protection method for existing PC girder ends
JP2004068522A (en) Electric insulation repair/reinforcement material and method for common use in electric protection for reinforced concrete structure
KR20080072458A (en) Method and apparatus for removing a steel strand of removable anchor
JP2006206953A (en) Method for installing anode for electric corrosion protection
JP2004232376A (en) Prestress introducing method utilizing heat contraction by welding
JP3435493B2 (en) Concrete repair method and partial heating device for standing concrete wall
JP2001205131A (en) Method for crushing structure embedded with steel products in concrete
JP7290969B2 (en) Dismantling method of reinforced concrete structure
JPH03221668A (en) Construction method of taking down concrete structure by means of electromagnetic induction heating
KR102515561B1 (en) Freeze prevention system for pavement and freeze prevention method using the system
JP2759389B2 (en) Fireproof protection material for high-pressure fireproof cable connections
JP2023014716A (en) Reinforced concrete structure demolishing system and demolishing method
JP2004076550A (en) Fire-proofing method for electric/communication cables in tunnel
RU2262787C1 (en) Equipment terminal
JP4418331B2 (en) Bonding structure between concrete and steel
CN113265946A (en) Self-heating template capable of being rapidly installed at wet joint of bridge
SU1049642A1 (en) Thersosetting unit mould
JPH10259602A (en) Lining board with heating element
JP2023022886A (en) Expansion device for bridge using pca member and construction method for the same

Legal Events

Date Code Title Description
A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20191002

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20191129

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200114

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200127

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200331

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200402

R150 Certificate of patent or registration of utility model

Ref document number: 6707168

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees