JPH07127286A - Method for demolishing reinforced concrete building - Google Patents

Method for demolishing reinforced concrete building

Info

Publication number
JPH07127286A
JPH07127286A JP5273641A JP27364193A JPH07127286A JP H07127286 A JPH07127286 A JP H07127286A JP 5273641 A JP5273641 A JP 5273641A JP 27364193 A JP27364193 A JP 27364193A JP H07127286 A JPH07127286 A JP H07127286A
Authority
JP
Japan
Prior art keywords
concrete
force
building
applying
concrete building
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.)
Pending
Application number
JP5273641A
Other languages
Japanese (ja)
Inventor
Shunsuke Shirai
俊輔 白井
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP5273641A priority Critical patent/JPH07127286A/en
Publication of JPH07127286A publication Critical patent/JPH07127286A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To enhance the efficiency of demolition by embedding force-applying bodies which are flexible hollow bodies in predetermined positions of concrete placed, and providing outside the concrete the nozzle hole of an injection pipe connected to each force-applying body. CONSTITUTION:When the concrete of a concrete building A is placed, long-size force-applying bodies 1 are embedded in the center lines of each beam B and each column C, each of the force-applying bodies 1 being made into a hollow body of spiral cross section from a flexible material, i.e., a thin metal 2. To demolish the building A, the delivery pipe of a hydraulic pump is connected to each nozzle hole to inject high-pressure oil into each force-applying body 1; then each force-applying body 1 is inflated and generates tensile force within the concrete to cut part of the concrete while generating a number of cracks D in each beam B and each column C, thus improving the separability of the concrete from reinforcement and a steel frame. The beams B and the columns C are then exerted with external force using a crusher to separate the concrete from the reinforcement and the steel frame, and the reinforcement and the steel frame are cut apart to demolish the building A.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、古くなったコンクリー
ト建築物の解体工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of dismantling an aged concrete building.

【0002】[0002]

【従来の技術】コンクリート建築物の解体は、従来、ス
チールボール、破砕機、ワイヤソー等により直接的に外
力を加える方法、火炎ジェットや通電により破砕する方
法、削孔して化学物質を充填し化学反応の体膨張による
破砕する方法など種々の工法が用いられてきた。
2. Description of the Related Art Conventionally, the dismantling of concrete buildings is done by directly applying an external force with a steel ball, a crusher, a wire saw, etc., a method of crushing with a flame jet or electric current, and a chemical substance by drilling holes and filling it with chemical substances. Various construction methods have been used, such as a method of crushing by reaction body expansion.

【0003】[0003]

【発明が解決しようとする課題】例えば破砕機等により
外力を加える方法は、コンクリートの特性として強い側
すなわち圧縮力を与えるので、コンクリートと鉄筋、鉄
骨との分離性が悪くて解体効率が低い。
For example, the method of applying an external force by a crusher or the like gives a strong side, that is, a compressive force as a characteristic of concrete, so that the disassembling efficiency of the concrete and the reinforcing bars and the steel frame is poor and the dismantling efficiency is low.

【0004】本発明は、コンクリートと鉄筋、鉄骨との
分離性を良くして解体効率を向上するコンクリート建築
物の解体工法を提供することを目的としている。
An object of the present invention is to provide a method for dismantling a concrete building which improves the dismantling efficiency of concrete and reinforcing bars and steel frames to improve the dismantling efficiency.

【0005】[0005]

【課題を解決するための手段】本発明の第1の方法は、
鉄筋コンクリート建築物のコンクリート打設時に、打設
コンクリートの所定箇所に可撓性中空体の加力体を埋め
込み、該加力体に接続した注入管の注入口を外部又は外
部付近に設け、前記コンクリート建築物の解体時に、前
記注入口から液体を前記加力体に高圧注入し膨張させて
柱、梁等にクラックを発生させコンクリートと鉄筋、鉄
骨との分離性を高めたのち、前記コンクリート建築物に
外力を加えて解体することを特徴としている。
The first method of the present invention comprises:
At the time of concrete placing of a reinforced concrete building, a force applying body of a flexible hollow body is embedded in a predetermined place of the placed concrete, and an injection port of an injection pipe connected to the force applying body is provided outside or near the outside, and the concrete is At the time of dismantling a building, a liquid is injected into the force-applying body at a high pressure from the injection port and expanded to cause cracks in columns, beams, etc. to enhance the separability between concrete, reinforcing bars, and steel frames, and then the concrete building. It is characterized by applying external force to dismantle.

【0006】本発明の第2の方法は、鉄筋コンクリート
建築物のコンクリート打設時に、打設コンクリートの所
定箇所に内部に熱的膨張材を封入した可撓性中空体の膨
張体を埋め込み、前記コンクリート建築物の解体時に、
前記膨張材を外部から熱手段により膨張させて、梁等に
クラックを発生させコンクリートと鉄筋、鉄骨との分離
性を高めたのち、前記コンクリート建築物に外力を加え
て解体することを特徴としている。
According to a second method of the present invention, at the time of concrete pouring of a reinforced concrete building, an expansive body of a flexible hollow body in which a thermal expansive material is enclosed is embedded in a predetermined portion of the cast concrete, and the concrete is poured. When demolishing a building,
It is characterized in that the expansive material is expanded from the outside by a heat means to generate cracks in a beam or the like to enhance the separability between concrete and reinforcing bars and steel frames, and then dismantle by applying an external force to the concrete building. .

【0007】また、スラブに対して同様の加力体を埋込
んでおいて同様の目的に使用しても良い。
A similar force-applying body may be embedded in the slab and used for the same purpose.

【0008】上記加力体は、薄い金属材又はゴム材等で
十分な強度を有するもので形成するのが好ましい。
It is preferable that the force applying body is made of a thin metal material or a rubber material having sufficient strength.

【0009】また、液体には、油、水等の流動性があ
り、加力体を確実に膨張させるものが好ましい。
Further, it is preferable that the liquid has fluidity such as oil and water and surely expands the force applying body.

【0010】また、膨張体は、薄い金属材又はゴム材等
で十分な強度を有するものでカプセル状に形成するのが
好ましい。
The expansive body is preferably made of a thin metal material or rubber material having sufficient strength and is preferably formed in a capsule shape.

【0011】また、熱的膨張材には、加熱又は冷却によ
り体積変化(相変化による体積変化も含む)すなわち膨
張する物質で膨張率の大きいものを用いるのが好まし
い。
As the thermal expansion material, it is preferable to use a material that has a large expansion coefficient, that is, a material that undergoes a volume change (including a volume change due to a phase change) upon heating or cooling, that is, a material that expands.

【0012】また、熱手段は、加熱又は冷却あるいは磁
力線による加熱が用いられる。
Further, as the heating means, heating or cooling or heating by magnetic lines of force is used.

【0013】[0013]

【作用】本発明の方法においては、加力体、膨張体を膨
張させてコンクリートに引張力を与えると引張力に弱い
特性のコンクリートに効果的にクラックが発生し、コン
クリートと鉄筋、鉄骨とが良く分離される。したがっ
て、以後の従来方法による解体効率が向上される。
In the method of the present invention, when a tensile force is applied to the concrete by expanding the force applying body and the expanding body, the concrete having a characteristic weak against the tensile force is effectively cracked, and the concrete and the reinforcing bar and the steel frame are separated from each other. Well separated. Therefore, the dismantling efficiency by the conventional method thereafter is improved.

【0014】[0014]

【実施例】以下図面を参照して本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0015】図1において、コンクリート建築物Aのコ
ンクリート打設時に、梁B及び柱Cの中心線にそれぞれ
長尺の加力体1を埋込んでおく。加力体1は図4に示す
ように可撓性のある材料すなわち薄い金属材2で断面が
蝸牛状の中空体に形成されている。なお、図6に示すよ
うに加力体1aの断面を十字状に形成してもよい。ま
た、可撓性のある材料には、ゴム等を用いることができ
る。その場合の断面形状は円形等適当な形状でよい。
In FIG. 1, at the time of placing concrete in a concrete building A, long force bodies 1 are embedded in the center lines of the beams B and columns C, respectively. As shown in FIG. 4, the force-applying body 1 is formed of a flexible material, that is, a thin metal material 2 into a hollow body having a cochlear section. Note that the cross section of the force applying body 1a may be formed in a cross shape as shown in FIG. Further, rubber or the like can be used as the flexible material. In that case, the cross-sectional shape may be an appropriate shape such as a circle.

【0016】建築物Aの解体に際し、注入口4に図示し
ない油圧ポンプの吐出管を接続し、加力体1に高圧油を
注入する。すると、加力体1又は加力体1aは図5又は
図7に示すように膨張し、梁B及び柱CにはクラックD
が多数発生し、コンクリートと鉄筋、鉄骨との分離性が
良くなる。これは、加力体1の膨張によりコンクリート
内に引張力が発生し、引張力に弱い特性のコンクリート
が部分的に切断されるからである。
At the time of dismantling the building A, a discharge pipe of a hydraulic pump (not shown) is connected to the inlet 4 to inject high-pressure oil into the force applying body 1. Then, the force applying body 1 or the force applying body 1a expands as shown in FIG. 5 or FIG.
Occurs a lot, which improves the separability of concrete from steel bars and steel frames. This is because the tensile force is generated in the concrete due to the expansion of the force-applying body 1, and the concrete having a characteristic weak against the tensile force is partially cut.

【0017】次いで、破砕機により梁B及び柱Cに外力
を加えると、コンクリートが鉄筋、柱から全長にわたっ
て好適に分離される。そこで、鉄筋、鉄骨を切断撤去
し、建築物Aの別の箇所の解体に移る。
Next, when an external force is applied to the beam B and the column C by a crusher, the concrete is suitably separated from the reinforcing bar and the column over the entire length. Therefore, the reinforcing bars and steel frames are cut and removed, and the building A is dismantled at another location.

【0018】図2は本発明の別の実施態様を示し、梁B
及び柱Cのそれぞれの端部に短い加力体1bを埋設し、
クラックDを図示のように発生させ、梁B及び柱Cを大
きい塊として取り出すようした例である。
FIG. 2 shows another embodiment of the present invention, the beam B
And embedding a short force body 1b at each end of the pillar C,
In this example, a crack D is generated as shown in the drawing, and the beam B and the column C are taken out as a large lump.

【0019】図3も本発明の別の実施例を示し、前述の
加力体1の代りに、例えば柱Cの上端に、膨張体1Aを
埋設し、前記注入管3及び注入口4を省いた例である。
この膨張体1Aは、加力体1と同様な薄い金属材又はゴ
ム材等でカプセル状に形成され、内部には熱的膨張材E
が封入されている。その熱的膨張材Eには、加熱又は冷
却により体積変化(相変化による体積変化も含む)すな
わち膨張する物質で、膨張率の大きいものが用いられて
いる。そして、例えば加熱による熱的膨張材Eを封入し
た膨張体1Aを、外部から加熱装置5で加熱し、膨張さ
せてクラックDを発生させ、コンクリートと鉄筋、鉄骨
との分離性を良くして解体効率を向上する。なお、加熱
装置5には、電気ヒータなどの他に、磁力線発生器を用
いることができる。
FIG. 3 also shows another embodiment of the present invention. Instead of the force applying body 1 described above, an expansive body 1A is buried in the upper end of a pillar C, for example, and the injection pipe 3 and the injection port 4 are omitted. It is an example.
The expander 1A is made of a thin metal material or rubber material similar to that of the force applying body 1 and is formed in a capsule shape.
Is enclosed. As the thermal expansion material E, a material having a large expansion coefficient, that is, a material that undergoes a volume change (including a volume change due to a phase change), that is, an expansion due to heating or cooling, is used. Then, for example, the expansive body 1A in which the thermal expansive material E by heating is enclosed is externally heated by the heating device 5 to be expanded to generate the crack D, and disassembled by improving the separability of the concrete, the reinforcing bar, and the steel frame. Improve efficiency. In addition to the electric heater, a magnetic force line generator can be used as the heating device 5.

【0020】[0020]

【発明の効果】以上説明したように本発明によれば、加
力体又は膨張体を膨張させてコンクリートに好適にクラ
ックを発生させ、コンクリートと鉄筋、鉄骨との分離性
を良くして解体効率を向上することができる。
As described above, according to the present invention, the force applying body or the expanding body is expanded to suitably generate cracks in the concrete, and the separability between the concrete and the reinforcing bars and the steel frame is improved, and the dismantling efficiency is improved. Can be improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の一実施態様を説明する側面図。FIG. 1 is a side view illustrating an embodiment of the present invention.

【図2】本発明の別の実施態様を説明する側面図。FIG. 2 is a side view illustrating another embodiment of the present invention.

【図3】本発明の別の実施態様を説明する側面図。FIG. 3 is a side view illustrating another embodiment of the present invention.

【図4】加力体の一例を示す断面図。FIG. 4 is a sectional view showing an example of a force applying body.

【図5】膨張後の加力体を示す断面図。FIG. 5 is a sectional view showing the force applying body after expansion.

【図6】加力体の別の例を示す断面図。FIG. 6 is a cross-sectional view showing another example of the force applying body.

【図7】膨張後の加力体を示す断面図。FIG. 7 is a sectional view showing the force applying body after expansion.

【符号の説明】[Explanation of symbols]

A・・・建築物 B・・・梁 C・・・柱 D・・・クラック E・・・熱的膨張材 1、1a、1b・・・加力体 1A・・・膨張体 2・・・薄い金属材 3・・・注入管 4・・・注入口 5・・・加熱装置もしくは冷却装置 A ... Building B ... Beam C ... Column D ... Crack E ... Thermal expansion material 1, 1a, 1b ... Force applying body 1A ... Expansion body 2 ... Thin metal 3 ... Injection pipe 4 ... Injection port 5 ... Heating device or cooling device

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋コンクリート建築物のコンクリート
打設時に、打設コンクリートの所定箇所に可撓性中空体
の加力体を埋め込み、該加力体に接続した注入管の注入
口を外部又は外部付近に設け、前記コンクリート建築物
の解体時に、前記注入口から液体を前記加力体に高圧注
入し膨張させて柱、梁等にクラックを発生させコンクリ
ートと鉄筋、鉄骨との分離性を高めたのち、前記コンク
リート建築物に外力を加えて解体することを特徴とする
コンクリート建築物の解体工法。
1. When placing concrete in a reinforced concrete building, a force applying body of a flexible hollow body is embedded in a predetermined place of the placed concrete, and an injection port of an injection pipe connected to the force applying body is provided outside or near the outside. Provided at the time of dismantling the concrete building, after injecting liquid from the injection port into the force-applying body under high pressure to expand and generate cracks in columns, beams, etc., to improve the separability between concrete and rebar, steel frame. A method for dismantling a concrete building, characterized in that the concrete building is disassembled by applying an external force.
【請求項2】 鉄筋コンクリート建築物のコンクリート
打設時に、打設コンクリートの所定箇所に内部に熱的膨
張材を封入した可撓性中空体の膨張体を埋め込み、前記
コンクリート建築物の解体時に、前記膨張材を外部から
熱手段により膨張させて、梁等にクラックを発生させコ
ンクリートと鉄筋、鉄骨との分離性を高めたのち、前記
コンクリート建築物に外力を加えて解体することを特徴
とするコンクリート建築物の解体工法。
2. When pouring concrete into a reinforced concrete building, an expansive body of a flexible hollow body in which a thermal expansive material is enclosed is embedded in a predetermined portion of the poured concrete, and when the concrete building is demolished, A concrete characterized in that the expansive material is expanded from the outside by a heat means to generate cracks in a beam or the like to enhance the separability between concrete, reinforcing bars and steel frames, and then dismantled by applying an external force to the concrete building. Building demolition method.
JP5273641A 1993-11-01 1993-11-01 Method for demolishing reinforced concrete building Pending JPH07127286A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5273641A JPH07127286A (en) 1993-11-01 1993-11-01 Method for demolishing reinforced concrete building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5273641A JPH07127286A (en) 1993-11-01 1993-11-01 Method for demolishing reinforced concrete building

Publications (1)

Publication Number Publication Date
JPH07127286A true JPH07127286A (en) 1995-05-16

Family

ID=17530523

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5273641A Pending JPH07127286A (en) 1993-11-01 1993-11-01 Method for demolishing reinforced concrete building

Country Status (1)

Country Link
JP (1) JPH07127286A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002309782A (en) * 2001-04-12 2002-10-23 Daiho Constr Co Ltd Breaking method and device of temporary structure
JP2009121199A (en) * 2007-11-19 2009-06-04 Shimizu Corp Removable temporary structure and removal method of temporary structure
KR101863849B1 (en) * 2017-04-10 2018-06-01 손형석 Construction method of apartment balcony extension work
JP2021038610A (en) * 2019-09-05 2021-03-11 清水建設株式会社 Biodegradability block, structure and dismantling method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5651149Y2 (en) * 1977-09-30 1981-11-30
JPS5715771A (en) * 1980-07-04 1982-01-27 Kensuke Asakura Destroying of concrete building
JPS59233072A (en) * 1983-05-17 1984-12-27 三菱電機株式会社 Destruction of concrete building
JPS6311772A (en) * 1986-06-30 1988-01-19 株式会社 青木建設 Construction method for crushing structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5651149Y2 (en) * 1977-09-30 1981-11-30
JPS5715771A (en) * 1980-07-04 1982-01-27 Kensuke Asakura Destroying of concrete building
JPS59233072A (en) * 1983-05-17 1984-12-27 三菱電機株式会社 Destruction of concrete building
JPS6311772A (en) * 1986-06-30 1988-01-19 株式会社 青木建設 Construction method for crushing structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002309782A (en) * 2001-04-12 2002-10-23 Daiho Constr Co Ltd Breaking method and device of temporary structure
JP4646430B2 (en) * 2001-04-12 2011-03-09 大豊建設株式会社 Temporary structure crushing method and crushing apparatus
JP2009121199A (en) * 2007-11-19 2009-06-04 Shimizu Corp Removable temporary structure and removal method of temporary structure
KR101863849B1 (en) * 2017-04-10 2018-06-01 손형석 Construction method of apartment balcony extension work
KR101869825B1 (en) * 2017-04-10 2018-06-21 손형석 Construction method of apartment balcony extension work
JP2021038610A (en) * 2019-09-05 2021-03-11 清水建設株式会社 Biodegradability block, structure and dismantling method

Similar Documents

Publication Publication Date Title
TWI324653B (en)
CN107119682B (en) A kind of soil nail wall and its construction method
JPH07127286A (en) Method for demolishing reinforced concrete building
US6380508B1 (en) Apparatus and method for severing a tendon used in post-tension construction
JP2009084941A (en) Pc steel bar anchoring method in after-bond method, and device used for implementing the method
JPH07127279A (en) Method for demolishing reinforced concrete building
JP2002213193A (en) Concrete structure repairing method
JPH1162248A (en) Construction method for building skeleton utilizing existing outer circumferential wall
JPH07127281A (en) Slab structure allowing for demolition of building
JPS5850219A (en) Treatment of head of pile
JPS58204216A (en) Treatment of head of on-site concrete pile
JPH07247556A (en) Structure for fixing base of column in steel column member
CN110206321A (en) A kind of concrete vibrating auxiliary tool
JP2021110208A (en) Reinforcement method of existing wall
JP5177492B2 (en) Temporary structures that can be removed and methods for removing temporary structures
JP2001227175A (en) Earthquake-resistant reinforcing method without anchor
JP3693629B2 (en) Anchor fixing part
JP3197180B2 (en) Demolition method for reinforced concrete structures
JPH1162247A (en) Construction method for building skeleton utilizing existing foundation slab
JP2004270416A (en) Pile with large-diameter bearing plate, and structure for joining pile head thereof
JP3290005B2 (en) Construction method of concrete joint between soil
JP2006214195A (en) Column structure for steel-frame structure and its constructing method
JP2001020296A (en) Non-embedded type column base for use in steel encased reinforced concrete structure
JPS5985023A (en) On-site pile driving work
JP3600910B2 (en) Pile core for electrolytic corrosion