JPS6314963A - Construction method for disassembling reinforced concrete structure by current supply heating - Google Patents

Construction method for disassembling reinforced concrete structure by current supply heating

Info

Publication number
JPS6314963A
JPS6314963A JP15933586A JP15933586A JPS6314963A JP S6314963 A JPS6314963 A JP S6314963A JP 15933586 A JP15933586 A JP 15933586A JP 15933586 A JP15933586 A JP 15933586A JP S6314963 A JPS6314963 A JP S6314963A
Authority
JP
Japan
Prior art keywords
reinforcing bars
reinforced concrete
concrete
concrete structure
disassembling
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
JP15933586A
Other languages
Japanese (ja)
Other versions
JPH0623517B2 (en
Inventor
中川 和平
西田 致
笠井 芳夫
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.)
Maeda Corp
Original Assignee
Maeda Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Maeda Corp filed Critical Maeda Corp
Priority to JP61159335A priority Critical patent/JPH0623517B2/en
Publication of JPS6314963A publication Critical patent/JPS6314963A/en
Publication of JPH0623517B2 publication Critical patent/JPH0623517B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は、主として鉄筋コンクリート構造物の一部に
開口部を設ける場合等において、解体範囲の鉄筋に通電
して加熱することにより、コンクリートを脆弱化して剥
離解体するようにした鉄筋コンクリート構造物の解体工
法に関するものである。
Detailed Description of the Invention "Industrial Application Field" This invention is mainly used when creating an opening in a part of a reinforced concrete structure, by applying electricity to and heating the reinforcing bars in the area to be demolished, thereby reducing the strength of the concrete. This relates to a demolition method for reinforced concrete structures that are peeled off and dismantled.

「従来の技術1発明か解決せんとする問題点」一般に、
既設の鉄筋コンクリートアパート等においては部屋数が
少ない住居か多く1部屋数の増設を望むケースが少なく
ない、そこて、公団住宅等においては隣接住居間の壁の
一部を破壊して開口部を設け、両者を合体して一つの住
居として改造する工事か増えつつある。
"Prior art 1. Problems to be solved by invention" Generally,
In existing reinforced concrete apartments, etc., there are many cases where the desire is to add one room to the residence, either with a small number of rooms or more.Therefore, in public housing, etc., openings are created by demolishing part of the wall between adjacent residences. , construction work is increasing to combine the two and remodel them into a single residence.

しかしながら、従来のこのような改造工事はコンクリー
ト壁をブレーカ−等により直接ハッリ破壊するため、振
動及び騒音が激しく、同し建物内に居住する住民に多大
の迷惑を与える問題かある。
However, in such conventional remodeling work, the concrete wall is directly destroyed using a breaker or the like, which causes severe vibration and noise, which can cause a great deal of inconvenience to residents living in the same building.

一方、従来鉄筋コンクリート構造物の構造鉄筋に通電し
て加熱することにより1鉄筋周囲のコンクリートを熱劣
化させて脆弱化すると共に、急激な温度勾配によりひび
割れを発生させて脆弱化し、これによって容易に破壊解
体できるようにした解体工法か知られている。
On the other hand, by heating the structural reinforcing bars of conventional reinforced concrete structures, the concrete surrounding each reinforcing bar thermally deteriorates and becomes brittle, and the rapid temperature gradient causes cracks to form and become brittle, which makes it easy to break. It is known that it is a demolition method that allows it to be dismantled.

この工法においてはブレーカ−のように鉄筋コンクリー
ト構造物を機械的に破壊するものに比べて騒音振動は少
なくてきるか、内部の鉄筋に電源電極を接続するために
、コンクリート表面部を鉄筋か露出するまてハツリ作業
を行うため、同様にかなりの騒音、振動を生じ、また粉
塵も発生することから作業環境か極めて悪く。
In this construction method, the noise and vibration are lower than those that mechanically destroy reinforced concrete structures such as breakers, and the concrete surface is exposed to the reinforcing bars in order to connect the power electrode to the internal reinforcing bars. Also, since chiseling work is performed, there is a lot of noise and vibration as well as dust, which creates an extremely poor working environment.

その対策設備に多額の費用を要するなどの問題かあった
There were problems such as the large amount of expense required for countermeasure equipment.

「問題点を解決するための手段」 この発明は前記従来の課題を解決するために、コンクリ
ート構造物の解体範囲の周辺の鉄筋に向って穴を開け、
鉄筋を露出すると共に切断し、切断した鉄筋に電極端子
を接触させて通電加熱することにより、鉄筋周辺のコン
クリートを脆弱化させた後、露出鉄筋の端部を引張装置
に連結して引張り、解体範囲のコンクリートを剥離破壊
することにより低騒音で簡単に解体できるようにした鉄
筋コンクリート構造物の解体工法を提案するものである
"Means for Solving the Problems" In order to solve the above-mentioned conventional problems, the present invention makes holes in the reinforcing bars around the demolition range of concrete structures.
The reinforcing bars are exposed and cut, the concrete around the reinforcing bars is weakened by contacting the cut reinforcing bars with an electrode terminal and heating with electricity, and then the ends of the exposed reinforcing bars are connected to a tensioning device and pulled and dismantled. This paper proposes a demolition method for reinforced concrete structures that can be easily dismantled with low noise by peeling and breaking the concrete within a range.

「実施例」 以下この発明を図面に示す実施例について説明すると、
第2図に示すように壁などの比較的厚さの薄い鉄筋コン
クリート構造物lにその解体範囲の周辺における構造鉄
筋2に向って低騒音型削孔a3により互いに近接又は合
体した穴4.5を明け、鉄筋2を切断すると共に切断端
部を露出させる。
"Embodiments" Below, embodiments of the present invention shown in the drawings will be described.
As shown in Fig. 2, holes 4.5 are drilled in a relatively thin reinforced concrete structure l such as a wall toward the structural reinforcing bars 2 in the vicinity of the demolition area using low-noise drilling a3, which are close to or merged with each other. At dawn, the reinforcing bars 2 are cut and the cut ends are exposed.

次いで、上記のように切I!lI?露出した鉄筋2の両
端部に第1図に示すように電源の電極6.6を接触させ
、この鉄筋2に所定の電流(例えば′、[圧20〜50
v、電流500〜IGOOA ) 、望ましくは高周波
電流を通電して鉄筋2を発熱させる。
Then, cut I! as described above! lI? Electrodes 6.6 of a power source are brought into contact with both ends of the exposed reinforcing bar 2 as shown in FIG.
v, current 500 to IGOOA), preferably a high frequency current is applied to generate heat in the reinforcing bar 2.

このようにして、鉄筋2を比較的高温度(例えば400
〜500°C@後)に達するまで加熱することにより、
この熱により鉄筋2の周辺のコンクリートに急激な温度
勾配を生じてひびわれか発生し、周辺コンクリートは鉄
筋2との付着力を失いながら脆弱化する。
In this way, the reinforcing bar 2 is heated to a relatively high temperature (for example, 400
By heating until it reaches ~500°C @ after),
This heat creates a sharp temperature gradient in the concrete around the reinforcing bars 2, causing cracks, and the surrounding concrete loses its adhesion to the reinforcing bars 2 and becomes brittle.

この状態で第3図に示すように鉄筋2の端部を外側に折
曲し、この端部をレバージヤツキ等の引張装g!17に
連結した掴み金具8によって把持し、掴み金具8を鉄骨
枠体なとの反力支持体9に連結した後、引張装置7を作
動して鉄筋2を引っ張り、解体範囲の表面側のコンクリ
ートを剥離する。
In this state, bend the end of the reinforcing bar 2 outward as shown in Figure 3, and use a tension device such as a lever jack to tighten this end. 17, and after connecting the gripping metal 8 to a reaction force support 9 such as a steel frame, the tensioning device 7 is activated to pull the reinforcing bars 2, and the concrete on the surface side of the demolition area is Peel off.

そして、同様にして他側表面のコンクリートも剥離し、
その後に芯に残った中間のコンクリートはひび割れて脆
弱化しているため、ハンマー等により簡単に破壊するこ
とかでき、これによって解体範囲の部分全体を解体する
Then, in the same way, the concrete on the other side was peeled off,
After that, the intermediate concrete remaining in the core is cracked and weakened, so it can be easily destroyed with a hammer or the like, thereby demolishing the entire area to be demolished.

解体したコンクリートは鉄筋2と分離し、細かく破砕さ
れているため、容易に廃棄、運搬等の処理を行うことか
てきる。
Since the demolished concrete is separated from the reinforcing bars 2 and crushed into small pieces, it can be easily disposed of, transported, etc.

従って、鉄筋コンクリートアパート等の隣り合う住居間
の壁などに部分的に開口部を形成して合体した広い住居
として改造することかてきる。
Therefore, openings can be formed partially in the walls between adjacent residences such as reinforced concrete apartments to remodel them into a combined spacious residence.

第4図はこの発明に用いる低騒音型削孔機3の一例を示
したもので、ハンドル付き推軸10の先端に取付けたモ
ーター11によって回転する回転軸12の先端部には、
円筒状のコアーボディ13か取付けられ、その先端部周
囲にダイヤモンドビット14か取付けられており、また
内部には支持板15に支持されたガイドピン16が回転
軸12に着脱自在に、かつ後端に装着したバネにより1
0a+m程度前後に伸縮自在に取付けられている。
FIG. 4 shows an example of a low-noise drilling machine 3 used in the present invention, in which a rotary shaft 12 is rotated by a motor 11 attached to the end of a thrust shaft 10 with a handle.
A cylindrical core body 13 is attached, and a diamond bit 14 is attached around its tip, and a guide pin 16 supported by a support plate 15 is attached to the rotating shaft 12 at its rear end. 1 by the spring attached to
It is attached so that it can be expanded and contracted back and forth about 0a+m.

推軸10には、モーター11及びコアーボディ13の周
囲を囲む円筒状の防音カバー17かその後端部において
防水シール18を介してスライド自在に取付けられ、防
音カバー17の先端開口周囲にはゴム等の軟弾性材料て
成形された断面円弧型の円環状の吸qi19か取付けら
れている。
A cylindrical soundproof cover 17 that surrounds the motor 11 and core body 13 is slidably attached to the thrust shaft 10 via a waterproof seal 18 at its rear end, and rubber or the like is attached around the tip opening of the soundproof cover 17. An annular suction pipe 19 with an arc-shaped cross section is attached, which is made of a soft elastic material.

防音カバー17の周囲には給水弁20及び配木弁21か
設けられ、これらに給水管22及び排水管23か接続さ
れており、また防音カバー17の上面にはオバーフロー
排水口24か設けられている。
A water supply valve 20 and a tree valve 21 are provided around the soundproof cover 17, and a water supply pipe 22 and a drain pipe 23 are connected to these, and an overflow drain port 24 is provided on the top surface of the soundproof cover 17. There is.

上記構成の削孔機3によりコンクリート構造物lを削孔
する際には、先ずガイドピン16の先端を削孔中心に合
わせて芯出しした上て、モーター11を駆励して推動1
0を前方に押圧しなから、回転するコアーボディ13に
よってコンクリート面に101m程度の深さの円形切込
みを入れる予備切削を行う。
When drilling a hole in a concrete structure l using the hole drilling machine 3 having the above configuration, first align the tip of the guide pin 16 with the center of the hole, and then drive the motor 11 to drive the
0 is pressed forward, preliminary cutting is performed to make a circular cut to a depth of about 101 m in the concrete surface using the rotating core body 13.

その後、ガイドピン16を支持板15と共に回転軸12
から抜き取り、内部が空になったコアーボディ13を上
記円形切込みに嵌合する。
After that, the guide pin 16 is attached to the rotating shaft 12 together with the support plate 15.
The core body 13, which is now empty, is fitted into the circular notch.

次いて、防音カバー17の先端部をコンクリート面に押
圧して吸盤19により吸着し、先端開口を密閉した状態
でこの防音カバー17内に給水弁20から水を排水口2
4から溢れるまて一杯に充填し、給水を続けながら排水
弁21から順次排水し、この状態てモーター11を駆動
すると共に、推動lOを前方に押圧し、コアーボディ1
3によってコンクリートを削孔する。
Next, the tip of the soundproof cover 17 is pressed against the concrete surface and adsorbed by the suction cup 19, and with the tip opening sealed, water is poured into the soundproof cover 17 from the water supply valve 20 to the drain port 2.
The core body 1 is filled to the full with overflowing from the core body 1, and water is sequentially drained from the drain valve 21 while continuing water supply.
Drill holes in the concrete according to step 3.

この削孔を貫通する場合には、これに対応した:lンク
リート構造物1の背面に容器状の防水受25を、その先
端開口に取付けた上記吸盤19と同様の吸盤26によっ
て吸着保持しておき、これによって削孔貫通附流出する
水を受けて排水口27から排水管28により排水する。
When penetrating this hole, a container-shaped waterproof receiver 25 is attached to the back of the concrete structure 1 and held by suction with a suction cup 26 similar to the above-mentioned suction cup 19 attached to the opening at its tip. As a result, water flowing out through the drilled hole is received and drained through a drain pipe 28 from a drain port 27.

このように削孔機本体の周囲を水を充満した防音カバー
17て覆うことにより、削孔時の騒音を著しく緩和し、
低騒音、低振動てしかも粉塵を発生させることなく削孔
することができ、また使用する水も周囲を濡らすことな
く排水処理することかてきる。
By covering the periphery of the hole drilling machine body with the soundproof cover 17 filled with water, the noise during drilling can be significantly reduced.
In addition to low noise and vibration, it is possible to drill holes without generating dust, and the water used can be treated as wastewater without wetting the surrounding area.

「発明の効果」 以上の通りこの発明によれば、鉄筋コンクリート構造物
の解体範囲の周辺に低騒音型削孔機によって内部の鉄筋
に向って穴を開け、鉄筋を露出すると共に切断し、この
鉄筋に通′tして加熱し、解体範囲内における鉄筋周囲
のコンクリートを脆弱化した後、切断した露出鉄筋の残
部を引張装置に連結して引張り、解体範囲のコンクリー
トを部分的に剥離破壊するので、解体範囲のコンクリー
トを部分的に確実に脆弱化させて容易かつ低騒音て!1
lfllI破壊することかできると共に、削孔時の騒音
を低く抑え、近隣住民に騒音、振動、粉塵などの公害を
及ぼすことなく円°滑に解体することかてき、解体物の
廃棄、運Iri等の処理も容易である。
``Effects of the Invention'' As described above, according to the present invention, holes are drilled around the demolition area of a reinforced concrete structure toward the internal reinforcing bars using a low-noise drilling machine, the reinforcing bars are exposed and cut, and the reinforcing bars are exposed and cut. After heating the concrete around the reinforcing bars in the demolition area to weaken it, the remaining exposed reinforcing bars are connected to a tensioning device and pulled, causing the concrete in the demolition area to partially peel and break. , the concrete in the demolition area can be partially weakened easily and with low noise! 1
In addition to being able to destroy the entire structure, the noise level during drilling can be kept low, and the demolition can be carried out smoothly without causing any pollution such as noise, vibration, or dust to nearby residents, and it is possible to dispose of demolished materials, transport, etc. It is also easy to process.

更に、解体に要する手間や時間を大幅に削減して解体作
業を短時間に能率的かつ経済的に行うことか可能となる
Furthermore, the labor and time required for disassembly can be significantly reduced, making it possible to perform disassembly work efficiently and economically in a short period of time.

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

第1図はこの発明による通電加熱状態を示す縦断面図、
第2図は削孔状態を示す縦断面図、第3図は2M#状態
を示す縦断面図、第4図は低騒音削孔機の一例を示す縦
断面図である。 l・・鉄筋コンクリート構造物、2・・鉄筋3・・低騒
音削孔機、4,5・・穴、7・・引張装置。 特 許 出 願 人 前田建設工業株式会社同    
    笠    井   芳    夫’、 6.l
−、、、、+ 代     理     人  藤   井     
  実、゛)≦弊−7二亙L j鷹ユ己、q
FIG. 1 is a longitudinal cross-sectional view showing an energized heating state according to the present invention;
FIG. 2 is a vertical cross-sectional view showing a hole drilling state, FIG. 3 is a vertical cross-sectional view showing a 2M# state, and FIG. 4 is a vertical cross-sectional view showing an example of a low-noise drilling machine. l... Reinforced concrete structure, 2... Rebar 3... Low noise drilling machine, 4, 5... Hole, 7... Tension device. Patent applicant: Maeda Construction Industry Co., Ltd.
Yoshio Kasai', 6. l
−、、、、+ Agent Fujii
Actually, ゛)≦We-72亙L j Taka Yuki, q

Claims (1)

【特許請求の範囲】[Claims] 鉄筋コンクリート構造物の解体範囲の周辺に低騒音型削
孔機によって内部の鉄筋に向って穴を開け、鉄筋を露出
すると共に切断し、この露出鉄筋に通電して加熱し、前
記解体範囲内における鉄筋周囲のコンクリートを脆弱化
した後、前記切断した露出鉄筋の端部を引張装置に連結
して引張り、前記解体範囲のコンクリートを剥離破壊す
ることを特徴とする通電加熱による鉄筋コンクリート構
造物の解体工法。
A low-noise drilling machine is used to drill holes toward the internal reinforcing bars around the demolition area of the reinforced concrete structure, expose and cut the reinforcing bars, and heat the exposed reinforcing bars by applying electricity to remove the reinforcing bars within the demolition area. A method for dismantling a reinforced concrete structure by electrical heating, characterized in that after weakening the surrounding concrete, the ends of the cut exposed reinforcing bars are connected to a tensioning device and pulled, thereby peeling and breaking the concrete in the demolition area.
JP61159335A 1986-07-07 1986-07-07 Dismantling method of reinforced concrete structure by electric heating Expired - Fee Related JPH0623517B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61159335A JPH0623517B2 (en) 1986-07-07 1986-07-07 Dismantling method of reinforced concrete structure by electric heating

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61159335A JPH0623517B2 (en) 1986-07-07 1986-07-07 Dismantling method of reinforced concrete structure by electric heating

Publications (2)

Publication Number Publication Date
JPS6314963A true JPS6314963A (en) 1988-01-22
JPH0623517B2 JPH0623517B2 (en) 1994-03-30

Family

ID=15691579

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61159335A Expired - Fee Related JPH0623517B2 (en) 1986-07-07 1986-07-07 Dismantling method of reinforced concrete structure by electric heating

Country Status (1)

Country Link
JP (1) JPH0623517B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0434195A (en) * 1990-05-31 1992-02-05 Maeda Corp Breaking device for concrete and the like
JP2020159080A (en) * 2019-03-27 2020-10-01 戸田建設株式会社 Demolition method of reinforced concrete structure
JP2020172840A (en) * 2019-04-05 2020-10-22 洋美 渡邉 Demolition method of reinforcement concrete and demolition device thereof
US11696624B2 (en) 2019-08-08 2023-07-11 Ykk Corporation Fastener stringer and slide fastener provided with the fastener stringer

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS535815A (en) * 1976-07-07 1978-01-19 Furukawa Electric Co Ltd Reinforced concrete structure
JPS5332188A (en) * 1976-09-07 1978-03-27 Warner Lambert Co Method and apparatus for diagnosis
JPS6164963A (en) * 1984-09-05 1986-04-03 前田建設工業株式会社 Peeling-off of surface reinforced concrete structure by current supply heating of iron wire

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS535815A (en) * 1976-07-07 1978-01-19 Furukawa Electric Co Ltd Reinforced concrete structure
JPS5332188A (en) * 1976-09-07 1978-03-27 Warner Lambert Co Method and apparatus for diagnosis
JPS6164963A (en) * 1984-09-05 1986-04-03 前田建設工業株式会社 Peeling-off of surface reinforced concrete structure by current supply heating of iron wire

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0434195A (en) * 1990-05-31 1992-02-05 Maeda Corp Breaking device for concrete and the like
JP2020159080A (en) * 2019-03-27 2020-10-01 戸田建設株式会社 Demolition method of reinforced concrete structure
JP2020172840A (en) * 2019-04-05 2020-10-22 洋美 渡邉 Demolition method of reinforcement concrete and demolition device thereof
US11696624B2 (en) 2019-08-08 2023-07-11 Ykk Corporation Fastener stringer and slide fastener provided with the fastener stringer

Also Published As

Publication number Publication date
JPH0623517B2 (en) 1994-03-30

Similar Documents

Publication Publication Date Title
JPS6314963A (en) Construction method for disassembling reinforced concrete structure by current supply heating
CN109403326B (en) Method for taking out reinforcement cage based on serious hole collapse of drilled pile
JPH0616012U (en) Diamond core bit
JP2000079508A (en) Drill stand
JP2003041577A (en) Placing joint part forming tool for underground wall, construction method of placing joint part for underground wall, and removing device for placing joint part forming tool for underground wall
KR200339293Y1 (en) A tool for crushing the masonry joint to repair the brickwall of a building
CN114351879A (en) Anchoring device and anchoring method for external thermal insulation plate of building external wall
JP4284693B2 (en) Detachment device for mortar layer on the surface of concrete frame
JPH09203040A (en) Prefabricated pile elimination method and pile crushing head making use of same method
JP2003342950A (en) Tool for forming construction joint part of underground wall and method for constructing the construction joint part of the underground wall
JPS6294658A (en) Method for disassembling and releasing surface layer material of concrete
CN104278847B (en) Brick wall mortar mortar joint cleaning plant and method for cleaning
JP2005214334A (en) Method of one-side construction to structure
JP3229254B2 (en) Cosmetic covering the skeleton of an existing concrete building and a method of removing the base mortar layer
KR102666633B1 (en) A Rock Drilling Device
JPH0560020B2 (en)
CN211662225U (en) Auxiliary tool for perforator
KR930003793Y1 (en) Breaker
JPS6054473B2 (en) How to remove old window frames during window renovation
JPH073780A (en) Method for treating head of cast-in-place concrete pile
JPS6315421Y2 (en)
JPS6378703A (en) Method of drilling construction of building wall-section repair chemical injection hole
JPS6231509Y2 (en)
JP3123333B2 (en) Drilling tools
JP2848100B2 (en) Underground pile driving method

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees