JP2001280069A - Pile core material for electrolytic corrosion - Google Patents
Pile core material for electrolytic corrosionInfo
- Publication number
- JP2001280069A JP2001280069A JP2000099386A JP2000099386A JP2001280069A JP 2001280069 A JP2001280069 A JP 2001280069A JP 2000099386 A JP2000099386 A JP 2000099386A JP 2000099386 A JP2000099386 A JP 2000099386A JP 2001280069 A JP2001280069 A JP 2001280069A
- Authority
- JP
- Japan
- Prior art keywords
- outer member
- wall
- electrode
- electrolytic corrosion
- pile core
- 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
Links
- 230000007797 corrosion Effects 0.000 title claims abstract description 57
- 238000005260 corrosion Methods 0.000 title claims abstract description 57
- 239000011162 core material Substances 0.000 title claims abstract description 53
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 239000008151 electrolyte solution Substances 0.000 claims abstract description 8
- 238000013459 approach Methods 0.000 claims abstract description 7
- 238000003825 pressing Methods 0.000 claims description 56
- 239000011810 insulating material Substances 0.000 claims description 9
- 239000013013 elastic material Substances 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000000945 filler Substances 0.000 claims description 2
- 239000012530 fluid Substances 0.000 claims description 2
- 239000002184 metal Substances 0.000 claims 2
- 238000007599 discharging Methods 0.000 claims 1
- 239000000243 solution Substances 0.000 abstract description 2
- 238000004090 dissolution Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 20
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 239000004020 conductor Substances 0.000 description 6
- 239000003792 electrolyte Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 5
- 230000003628 erosive effect Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000758 substrate Substances 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、補強コンクリート
構造物の破壊予定部位の仮壁部に用いる杭芯材に関し、
詳しくは杭芯材を部分電食して脆性化する電食用杭芯材
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile core material used for a temporary wall at a site where a reinforced concrete structure is to be broken,
More specifically, the present invention relates to a pile core material for electrolytic corrosion in which the pile core material is partially eroded by partial electrolytic corrosion.
【0002】[0002]
【従来の技術】従来、補強コンクリート構造物の解体方
法は、削岩機や解体用重機等の機械的破壊方法が用いら
れ、特殊なケースでは爆薬による破壊が行われている。
しかし、地中に構築された土留め壁などのように、土圧
・水圧に晒されており、解体により地山崩壊の危険があ
る補強コンクリート構造物の解体方法では種々の問題が
あった。この顕著な事例はシールド工法である。2. Description of the Related Art Conventionally, as a method of dismantling a reinforced concrete structure, a mechanical destruction method such as a rock drill or a demolition heavy machine has been used, and in special cases, destruction has been performed by explosives.
However, there are various problems in a method of dismantling a reinforced concrete structure that is exposed to earth pressure and water pressure, such as an earth retaining wall constructed underground, and has a risk of collapse due to dismantling. A prominent example of this is the shield method.
【0003】シールド工法では、地下深い個所で立坑か
ら発進、到着を行う。 深い立坑の土留壁には、大きな
土圧、水圧が作用することから、その構造は一般的に鉄
筋コンクリート連壁あるいはH形鋼を連結してソイセメ
ントで固化した泥水固化壁等による強固なものとなって
いる。従来、これらの立坑からのシールド機の発進、到
着では、土留壁背面の地盤に地盤改良のための薬液を注
入したり凍結管を複数地盤内に挿入し凍土または凍土壁
等を形成して自立させる防護工を施工して地山崩壊を抑
えてから、土留壁を人力あるいは重機で取り壊すことに
よってきた。In the shield method, the vehicle starts and arrives from a shaft at a deep underground. Since a large earth pressure and water pressure act on the earth retaining wall of a deep shaft, the structure is generally made of a reinforced concrete continuous wall or a solid structure such as a mud solidified wall connected with H-section steel and solidified with soy cement. Has become. Conventionally, when launching and arriving at a shield machine from these shafts, a chemical solution for ground improvement is injected into the ground behind the retaining wall, and frozen pipes are inserted into multiple grounds to form frozen soil or frozen soil walls, etc. After the construction of protective works to prevent the collapse of the ground, the earth retaining wall was demolished manually or by heavy equipment.
【0004】しかしこの方法では地盤の改良にかなりの
工期と費用がかかる問題があった。また、地盤や深度に
よっては、これらの地盤改良によっては所定の強度や、
止水性の確保が難しい場合もあった。またこれらの背面
地盤の改良のためには、地山の露出、開放を伴うことか
ら、安全性面からの問題もあった。[0004] However, this method has a problem that it takes considerable time and cost to improve the ground. Also, depending on the ground and depth, depending on these ground improvements, a certain strength,
In some cases, it was difficult to secure water stoppage. In addition, there is a problem in terms of safety because the improvement of the back ground involves exposing and opening the ground.
【0005】シールド機のディスクカッターで立坑の土
留壁を直接切削、開口して発進到達ができれば、経済的
であり、また安全でもある。しかし、立坑の土留壁には
杭芯材として鉄筋や鋼材が埋設されており、シールド機
のカッターで切削することはできなかった。これらの問
題を解決するため、鉄筋や鋼材に代わる杭芯材として高
強度の炭素繊維強化プラスティックを用い、石灰砕石を
粗骨材とするシールド機で切削可能な土留壁が知られて
いる。しかし杭芯材の高強度の炭素繊維強化プラスティ
ックが高価であるため経済性に問題があった。[0005] It would be economical and safe if the earth retaining wall of the shaft could be directly cut and opened by the disk cutter of the shield machine to reach the start. However, rebar and steel were buried as pile cores in the retaining wall of the shaft, and could not be cut by the cutter of the shield machine. In order to solve these problems, there has been known an earth retaining wall which can be cut by a shield machine using lime crushed stone as a coarse aggregate using a high-strength carbon fiber reinforced plastic as a pile core material instead of a reinforcing bar or a steel material. However, the high cost carbon fiber reinforced plastic of the core of the pile is expensive, and there is a problem in economy.
【0006】前記問題を解決するため、本発明人は、破
壊予定個所を有する補強コンクリート構造物の構築が施
工しやすく、高価な部材を用いることなく経済性に優
れ、短期間で容易に且つ確実に破壊可能にし、また、シ
ールド工法において、シールド機のディスクカッターで
切削可能な立坑またはシールド機の掘削進路を遮る土留
め壁を提供し、シールド工法の発進・到達の際の立坑に
おける防護工の不要化と、安全性の確保と工期の短縮を
目的とする電食によって杭芯材を溶解して補強コンクリ
ートの仮壁部を脆性化する技術を特願平11−2692
91号で開示している。In order to solve the above problems, the present inventor has proposed that the construction of a reinforced concrete structure having a portion to be destroyed is easy to construct, is economical without using expensive members, is easy and reliable in a short time. In the shield method, a shaft that can be cut with the disk cutter of the shield machine or an earth retaining wall that blocks the excavation path of the shield machine is provided, and the protective method in the shaft when starting and reaching the shield method is provided. Japanese Patent Application No. Hei 11-2692 discloses a technique for dissolving a pile core material to make a temporary wall portion of reinforced concrete brittle by electrolytic corrosion for the purpose of eliminating the need and securing safety and shortening the construction period.
No. 91 discloses this.
【0007】図11は、前記特願平11−269291
号記載の従来技術のシールド工法の立坑を示す断面図で
ある。このシールド工法では、周囲の構造よりも脆弱な
構造に変化可能な仮壁部110を有した発進立坑50及
び到達立坑を発進位置および到達位置にそれぞれ施工す
る。なお、到達立坑は仮壁部を発進立坑50側に向ける
以外は発進立坑と同じであるため図示を省略してある。
この施工の後、まず、発進立坑50の仮壁部110を上
述したアノード溶解によって脆弱化した後、発進立坑5
0からシールド機200を駆動して仮壁部110を切削
破壊する。そして到達立坑に向かってシールド機200
を前進させながらシールドトンネル210を施工し、シ
ールド機200が到達立坑に到達したとき、到達立坑の
仮壁部110を上述したアノード溶解によって脆弱化す
る。その後シールド機200により仮壁部110を切削
破壊してシールドトンネル210との連結を行う。この
シールド工法によれば、シールド機200のディスクカ
ッター205で切削可能な発進・到達立坑を用いて安全
性の確保、防護工の不要化、工期の短縮を図ることがで
きるものである。図11で、5は直流電源、40は電解
液槽、41は電解液の送出ポンプ、4aは電解液の給入
口、4bは排出口、6a、6bは液送パイプ、23,2
4は直流電源との接続部である。FIG. 11 shows the above-mentioned Japanese Patent Application No. 11-269291.
FIG. 1 is a cross-sectional view showing a shaft of a shield method according to the related art described in Japanese Patent No. In this shield method, the starting shaft 50 and the reaching shaft having the temporary wall portion 110 that can be changed to a structure more fragile than the surrounding structure are constructed at the starting position and the reaching position, respectively. The reaching shaft is omitted from the drawing because it is the same as the starting shaft except that the temporary wall portion is directed to the starting shaft 50 side.
After this construction, first, the temporary wall 110 of the starting shaft 50 is weakened by the above-described anode melting, and then the starting shaft 5
From 0, the shield machine 200 is driven to cut and break the temporary wall 110. And the shield machine 200 toward the arrival shaft
When the shield machine 200 reaches the reaching shaft, the temporary wall portion 110 of the reaching shaft is weakened by the anode melting described above when the shield machine 200 reaches the reaching shaft. After that, the temporary wall portion 110 is cut and broken by the shield machine 200 and connected to the shield tunnel 210. According to this shield method, safety can be secured, protective work can be eliminated, and the construction period can be shortened by using a start / reach shaft which can be cut by the disk cutter 205 of the shield machine 200. In FIG. 11, 5 is a DC power supply, 40 is an electrolyte tank, 41 is an electrolyte delivery pump, 4a is an electrolyte inlet, 4b is an outlet, 6a and 6b are liquid feed pipes, and 23 and 2
Reference numeral 4 denotes a connection portion with a DC power supply.
【0008】図10は杭芯材1を示す断面図である。こ
の杭芯材1は、中空の外部材2及び外部材2内に間隔を
有して遊挿された電極部材3とにより形成されている。
前記外部材2と電極部材3との間に電解質4を介在させ
た状態で外部材2と電極部材3との間に電圧を印加して
外部材2の内壁21をアノード溶解する。前記外部材2
の上下の開口は絶縁部材からなるキャップ25a,25
bで密閉されている。FIG. 10 is a sectional view showing the pile core 1. The pile core 1 is formed by a hollow outer member 2 and an electrode member 3 loosely inserted into the outer member 2 with a space therebetween.
With the electrolyte 4 interposed between the outer member 2 and the electrode member 3, a voltage is applied between the outer member 2 and the electrode member 3 to anodic dissolve the inner wall 21 of the outer member 2. The outer member 2
The upper and lower openings are caps 25a, 25 made of an insulating member.
It is sealed with b.
【0009】絶縁層22は外部材2の上下の端部で外部
材2の導電材を覆うように形成されており、絶縁層22
の形成部位以外の外部材2の内壁は導電材が露出した露
出部となっている。かかる絶縁層部分は、アノード電食
防止部となり、導電材の露出部のみをアノード溶解す
る。この絶縁層と導電材の露出部分とを外部材2の内壁
に上下左右交互に配置することによって絶縁層を格子状
とすることにより、絶縁層で覆われた部分のみ破片とし
て外部材2の脆性化の目的をはたすことができると共
に、全体を電食させるのではなく部分電食となるため脆
性化の時間を短縮することができる。The insulating layer 22 is formed so that the upper and lower ends of the outer member 2 cover the conductive material of the outer member 2.
The inner wall of the outer member 2 other than the portion where the conductive material is formed is an exposed portion where the conductive material is exposed. Such an insulating layer portion serves as an anode electrolytic corrosion preventing portion, and dissolves only the exposed portion of the conductive material in the anode. By arranging the insulating layer and the exposed portion of the conductive material alternately on the inner wall of the outer member 2 in the vertical and horizontal directions, the insulating layer is formed in a lattice shape, so that only the portion covered with the insulating layer is broken and the brittleness of the outer member 2 In addition to achieving the purpose of embrittlement, the duration of embrittlement can be shortened because partial electrolytic corrosion is performed instead of the entire electrolytic corrosion.
【0010】しかしながら、前述の外部材の内面壁に絶
縁層を設けるには、管内の塗装が難しい問題があった。
このため、外部材を矩形とし、各々の壁面に絶縁塗装を
してから溶接する方法で製作することになるが、絶縁層
に用いる絶縁塗料は耐熱性に乏しく溶接時の熱により絶
縁塗料が損傷したり、H形鋼など外部材2の上下の端部
に接続される杭芯材との溶接熱により絶縁層22が損傷
してしまい、計画外の部分が電食されて劣化してしまう
問題があった。However, providing an insulating layer on the inner wall of the above-mentioned outer member has a problem in that coating inside the pipe is difficult.
For this reason, the outer member is made rectangular, and the insulation paint is applied to each wall surface and then welded. However, the insulation paint used for the insulation layer is poor in heat resistance and the insulation paint is damaged by heat during welding. Or the insulation layer 22 is damaged by welding heat with a pile core material connected to the upper and lower ends of the outer member 2 such as an H-section steel, and unplanned portions are electrolytically eroded and deteriorated. Was.
【0011】更に、図9(a)に示すように、外部材2
内に電食予定部2aを露出させ、非電食部のみに絶縁層
22を形成した時、図9(b)に示すように電食予定部
2aの周囲が電極部材3に近い部分ほど電食され、拡大
電食部2bに示すように広範囲となる。このため、外部
材2の厚さが厚くなるほど予定外の拡大電食部2bの面
積が電食する深さに応じて非常に大きくなり、脆性化の
ための時間が長く、工期が長期化して費用がかかる問題
があった。[0011] Further, as shown in FIG.
When the portion to be electrolytically eroded 2a is exposed inside and the insulating layer 22 is formed only in the non-electrolytically eroded portion, as shown in FIG. It is eaten, and the area becomes wide as shown in the enlarged electrolytic corrosion part 2b. For this reason, as the thickness of the outer member 2 increases, the area of the unplanned enlarged electrolytic corrosion portion 2b becomes very large according to the depth of electrolytic corrosion, the time for brittleness becomes longer, and the construction period becomes longer. There was a problem that was expensive.
【0012】[0012]
【発明が解決しようとする課題】本発明は、前述の問題
に鑑みてなされたもので、補強コンクリート構造物の破
壊予定部位の仮壁部を短期間で確実に脆性化することの
できる電食用杭芯材を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and has been made in consideration of the above problems. It is intended to provide a pile core material.
【0013】また、設計上の破壊予定部位以外の部分の
電食を防止し、安全なシールド発進到達立坑を提供する
ことを目的とする。It is another object of the present invention to provide a safe shield starting shaft that prevents electrolytic corrosion of a portion other than a designed breakage site.
【0014】[0014]
【課題を解決するための手段】このため、請求項1の発
明は、補強コンクリート構造物の破壊予定部位の仮壁部
に用いる杭芯材であって、該杭芯材は、上下の蓋で密閉
された中空の外部材と、この外部材の四面の内壁に圧接
して設けた複数の可動電極とにより形成し、外部材と可
動電極間に電解質溶液を介在させて電圧を印加し、外部
材内壁の電食溶解の進行に従って可動電極が外部材壁面
に接近し、外部材壁面を可動電極の形状に部分電食して
杭芯材を脆性化することを特徴とする。Therefore, the invention of claim 1 is a pile core material used for a temporary wall portion of a reinforced concrete structure at a portion to be destroyed, wherein the pile core material is a hollow sealed with upper and lower lids. And a plurality of movable electrodes provided in pressure contact with four inner walls of the outer member. A voltage is applied between the outer member and the movable electrode with an electrolyte solution interposed therebetween, and a voltage is applied to the inner wall of the outer member. The movable electrode approaches the outer member wall surface as the erosion proceeds, and the outer member wall surface is partially eroded into the shape of the movable electrode to embrittle the pile core.
【0015】この発明によれば、外部材内壁の電食溶解
の進行に従って可動電極が外部材壁面に接近し、電食さ
れた外部材内壁と電極との距離を一定間隔に保つため、
外部材壁面を可動電極の形状に部分電食できる。このた
め、破壊予定部位の仮壁部を短期間で確実に脆性化する
ことができる。According to the present invention, the movable electrode approaches the wall surface of the outer member as the electrolytic corrosion of the inner wall of the outer member progresses, and the distance between the inner wall of the outer member and the electrode that has been eroded is maintained at a constant interval.
The outer member wall surface can be partially eroded in the shape of the movable electrode. For this reason, the temporary wall portion at the site to be broken can be reliably embrittled in a short period of time.
【0016】請求項2の発明は請求項1記載の電食用杭
芯材であって、前記可動電極は、円筒または方形枠形状
の絶縁性の電極支持枠の上部周囲に巻回して設けた導電
性金属材の帯状電極と、電極支持枠の下部を外部材内壁
に圧接する押圧手段とからなることを特徴とする。According to a second aspect of the present invention, there is provided the pile member for electrolytic corrosion according to the first aspect, wherein the movable electrode is provided by being wound around an upper portion of a cylindrical or rectangular insulated electrode support frame. And a pressing means for pressing the lower portion of the electrode support frame against the inner wall of the outer member.
【0017】この発明によれば、外部材の外形寸法及び
破壊予定部位に応じて電極支持枠の配設場所、個数を容
易に変えることができる。このため、その都度可動電極
を設計製作することなく、標準化してコストを下げるこ
とができる。According to the present invention, the location and the number of the electrode support frames can be easily changed according to the external dimensions of the outer member and the portion to be broken. Therefore, the cost can be reduced by standardization without designing and manufacturing the movable electrode each time.
【0018】請求項3の発明は、請求項1または2記載
の電食用杭芯材であって、前記押圧手段は前記電極支持
枠の上部を覆う押圧板と、その押圧板を外壁材壁面方向
に付勢する押圧バネと、外壁材壁面に立設され押圧バネ
を圧縮保持する可動電極取付棒とからなることを特徴と
する。According to a third aspect of the present invention, there is provided the pile core for electrolytic corrosion according to the first or second aspect, wherein the pressing means is provided with a pressing plate for covering an upper portion of the electrode support frame, and the pressing plate is provided in the direction of the outer wall material wall. And a movable electrode mounting rod which stands on the outer wall surface and compresses and holds the pressing spring.
【0019】この発明によれば、押圧バネによる付勢の
単純な構造であるため、組立が容易である。また、単純
な構造であるため工期中の故障を起こす恐れがない。According to the present invention, assembly is easy because of the simple structure of urging by the pressing spring. In addition, since it has a simple structure, there is no risk of failure during the construction period.
【0020】請求項4の発明は、請求項1または2記載
の電食用杭芯材であって、前記押圧手段は前記電極支持
枠の上部を覆う押圧板と、その押圧板を外壁材壁面方向
に付勢する弾性材と、外壁材壁面に立設され前記弾性材
を引張り保持する取付フックとからなることを特徴とす
る。この発明によれば、ゴムひもなどの弾性材で引張り
保持する単純な構造であるため組立が容易であり、且つ
部材費を引き下げることができる。According to a fourth aspect of the present invention, there is provided the pile core for electrolytic corrosion according to the first or second aspect, wherein the pressing means attaches a pressing plate for covering an upper portion of the electrode support frame and the pressing plate in the direction of the outer wall surface. And a mounting hook standing upright on the outer wall surface and holding the elastic member in tension. According to the present invention, it is easy to assemble and has a reduced member cost because of a simple structure that is pulled and held by an elastic material such as a rubber string.
【0021】請求項5の発明は、請求項1記載の発明で
あって、前記可動電極は、内部に注入した水圧によって
膨張させることのできる弾性材からなる風船状の加圧部
材と、その加圧部材の周囲に取付けた導電性金属材の板
状電極と、前記板状電極の外側面に一定間隔で取付けら
れた絶縁材からなる複数の電極支持枠とからなり、前記
外部材の中空部に挿入し、加圧部材を膨張させて電極支
持枠の下部を外部材内壁に圧接することを特徴とする。According to a fifth aspect of the present invention, in the first aspect of the invention, the movable electrode has a balloon-shaped pressing member made of an elastic material which can be expanded by water pressure injected therein, A plate-shaped electrode made of a conductive metal material attached around the pressure member, and a plurality of electrode support frames made of an insulating material attached at regular intervals to the outer surface of the plate-shaped electrode; And the pressure member is expanded to press the lower portion of the electrode support frame against the inner wall of the outer member.
【0022】この発明によれば、予め四隅を溶接して中
空状とした外部材に、可動電極を挿入してから、風船状
の加圧部材を膨張させて電極支持枠の下部を外部材内壁
に圧接するため外部材に可動電極を取付ける作業工程が
1工程で行うことができる。また、押圧板を均等に外部
材内壁に圧接することができる。According to the present invention, the movable electrode is inserted into the outer member which is previously hollow at the four corners, and then the balloon-shaped pressing member is inflated to lower the electrode support frame so that the lower part of the outer member inner wall. The work process of attaching the movable electrode to the outer member for pressing against the substrate can be performed in one process. Further, the pressing plate can be uniformly pressed against the inner wall of the outer member.
【0023】請求項6の発明は、請求項1、2、3、4
または5のいずれかに記載の電食用杭芯材であって、前
記杭芯材は、絶縁性の上下の蓋で密閉された中空の外部
材に電解質溶液または/及び流動性充填物を供給排出す
る出入口と、外部材及び可動電極に直流電源との接続部
とを備えていることを特徴とする。The invention of claim 6 is the invention of claims 1, 2, 3, 4
Or the pile core material for electrolytic corrosion according to any one of 5, wherein the pile core material supplies and discharges an electrolyte solution or / and a fluid filler to a hollow outer member sealed with insulating upper and lower lids, It is characterized in that the outer member and the movable electrode are provided with a connection part to a DC power supply.
【0024】以上の発明によれば、補強コンクリート構
造物の破壊予定部位の仮壁部を短期間で確実に脆性化す
ることのできる電食用杭芯材を用いた仮壁の構築を可能
とし、また、設計上の破壊予定部位以外の部分の電食を
防止し、安全なシールド発進到達立坑を提供することが
できる。According to the invention described above, it is possible to construct a temporary wall using a pile core for electrolytic corrosion that can surely embrittle a temporary wall portion at a site where a reinforced concrete structure is to be broken in a short period of time. Electrolytic corrosion of portions other than the designed portion to be destroyed can be prevented, and a safe shield starting shaft can be provided.
【0025】[0025]
【発明の実施の形態】以下、本発明の実施の形態を、図
1ないし図8を参照して詳細に説明する。従来技術の説
明と同様の構成は同一の符号を付して説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to FIGS. Configurations similar to those in the description of the related art will be described with the same reference numerals.
【0026】図1は本発明の一実施の形態の電食用杭芯
材1を示し、(a)は断面図、(b)は(a)のA部拡
大図、(c)は(a)のAA−AA面の平面を示す図で
ある。図1(a)の電食用杭芯材1は、絶縁材で形成した
上下の蓋25a、25bで密閉された中空の外部材2
と、この外部材2の四面の内壁2aに圧接して設けた複
数の可動電極10とにより形成されている。この実施の
形態では、図1(c)AA−AAの平面図に示すように
外部材2は鋼板を溶接した矩形管で、上部と下部に電解
質給入口4aと排出口4bを備え電解質溶液4を外部材
2と可動電極10間に介在させ、直流電源5の陽極と接
続した外部材2に設けた接続部23と、直流電源5の陰
極に接続した接続部24より配線24aで可動電極10
に配線し複数の可動電極10間を導線11bで接続して
電圧を印加し、外部材2壁面を可動電極10の形状に部
分電食して杭芯材1を脆性化する。FIG. 1 shows a pile core 1 for electrolytic corrosion according to an embodiment of the present invention, wherein (a) is a cross-sectional view, (b) is an enlarged view of a portion A of (a), and (c) is an AA of (a). It is a figure which shows the plane of the -AA plane. 1A is a hollow outer member 2 sealed with upper and lower lids 25a and 25b formed of an insulating material.
And a plurality of movable electrodes 10 provided in pressure contact with the four inner walls 2 a of the outer member 2. In this embodiment, as shown in the plan view of AA-AA in FIG. 1 (c), the outer member 2 is a rectangular pipe welded with a steel plate, and has an electrolyte inlet 4a and an outlet 4b at the upper and lower parts, and has an electrolyte solution 4b. Is connected between the outer member 2 and the movable electrode 10, and the connecting portion 23 provided on the outer member 2 connected to the anode of the DC power source 5 and the connecting portion 24 connected to the cathode of the DC power source 5 are connected to the movable electrode 10 by the wiring 24 a.
And a plurality of movable electrodes 10 are connected to each other by a conductive wire 11b, a voltage is applied, and the wall surface of the outer member 2 is partially eroded into the shape of the movable electrode 10 to make the pile core 1 brittle.
【0027】この発明によれば、外部材2内壁の電食溶
解の進行に従って可動電極10が外部材2壁面に接近
し、電食された外部材2内壁と電極11との距離を一定
間隔に保つため、外部材2壁面を可動電極10の形状に
部分電食できる。このため、破壊予定部位の仮壁部11
0を短期間で確実に脆性化することができる。According to the present invention, the movable electrode 10 approaches the wall surface of the outer member 2 as the electrolytic corrosion of the inner wall of the outer member 2 progresses, and the distance between the inner wall of the outer member 2 and the electrode 11 that has been eroded is kept at a constant interval. In order to maintain, the wall surface of the outer member 2 can be partially eroded into the shape of the movable electrode 10. For this reason, the temporary wall portion 11 at the site to be destroyed
0 can be reliably embrittled in a short period of time.
【0028】図1(b)は図1(a)のA部拡大図で、
外壁材2に可動電極10が取付けられている状態を示
す。可動電極10は、円筒または方形枠形状の絶縁性の
電極支持枠12の上部に巻回して設けた銅板などの導電
性金属材の帯状電極11と、電極支持枠12の下部を外
部材2内壁に圧接する押圧手段13とからなっている。FIG. 1B is an enlarged view of a portion A in FIG.
The state where the movable electrode 10 is attached to the outer wall material 2 is shown. The movable electrode 10 includes a strip-shaped electrode 11 made of a conductive metal material such as a copper plate wound around a cylindrical or rectangular frame-shaped insulating electrode support frame 12 and a lower portion of the electrode support frame 12 formed on the inner wall of the outer member 2. And pressing means 13 which presses against it.
【0029】図1(c)に示すように、前記可動電極1
0は外部材2の内面の4面に複数個取付け帯状電極11
の形状に部分電食させる。図2は可動電極10の一実施
の形態を示し押圧手段13に押圧バネ15を用いた形態
である。As shown in FIG. 1C, the movable electrode 1
Reference numeral 0 denotes a plurality of band electrodes 11 attached to four inner surfaces of the outer member 2.
Partially erosion in the shape of FIG. 2 shows an embodiment of the movable electrode 10 in which a pressing spring 15 is used for the pressing means 13.
【0030】図2(a)は、可動電極10の断面図で、
絶縁材からなる円筒形の電極支持枠12の上部に巻回し
て設けた帯状の銅板からなる帯状電極11と、電極支持
枠12の上部を覆う絶縁材で形成した押圧板14と、そ
の押圧板14を外壁材2壁面方向に付勢する押圧バネ1
5と、外壁材2壁面に立設され押圧バネ15を圧縮保持
する可動電極取付棒13aとからなる。可動電極取付棒
13aは、外壁材2に接着等で固定された絶縁材の下部
ナット13cに螺合して立設させ、押圧板14の貫通孔
14aを通し、押圧板14を押すように押圧バネ15を
圧縮させた状態で上部ナット13bで固定し、電極支持
枠12を外壁材2に押圧させている。以上の押圧手段1
3の部材は、電圧の印加により溶解しない絶縁性材料で
構成することが望ましい。FIG. 2A is a sectional view of the movable electrode 10.
A strip-shaped electrode 11 made of a strip-shaped copper plate wound around an upper portion of a cylindrical electrode support frame 12 made of an insulating material; a pressing plate 14 made of an insulating material covering the upper portion of the electrode supporting frame 12; Press spring 1 for urging 14 toward outer wall material 2 wall surface
5 and a movable electrode mounting rod 13a which stands upright on the wall surface of the outer wall member 2 and compresses and holds the pressing spring 15. The movable electrode mounting rod 13 a is screwed to a lower nut 13 c of an insulating material fixed to the outer wall material 2 by bonding or the like, and is erected, and is pushed through the through hole 14 a of the pressing plate 14 so as to press the pressing plate 14. The spring 15 is compressed and fixed with the upper nut 13b to press the electrode support frame 12 against the outer wall material 2. The above pressing means 1
The member 3 is desirably made of an insulating material that does not dissolve when a voltage is applied.
【0031】図2(b)は(a)の平面図を示す。この
形態では可動電極10は円筒形の電極支持枠12の外周
に沿って帯状電極11が設けられ、押圧板14の中心の
貫通孔14aを通して押圧手段13が備えられている。
なおこの形態では、電極支持枠12と押圧板14を一体
に成形したものとして、例えば塩化ビニール管に用いら
れるキャップ部材などを利用することができる。FIG. 2B is a plan view of FIG. In this embodiment, the movable electrode 10 is provided with a strip-shaped electrode 11 along the outer periphery of a cylindrical electrode support frame 12, and provided with a pressing means 13 through a through hole 14 a at the center of a pressing plate 14.
In this embodiment, as the electrode support frame 12 and the pressing plate 14 are integrally formed, for example, a cap member used for a vinyl chloride tube can be used.
【0032】図3(a)は別の実施の形態を示し、電極
支持枠12が方形枠形状の形態を示す。押圧手段13は
前記と同様なので説明を省略する。(b)は帯状電極1
1の平面図を示し、隣接して配置された可動電極10同
士を導線11aで接続するため、帯状電極11の4辺中
央に直流電源5の陰極と接続する接続端子11aを設け
た形態である。FIG. 3A shows another embodiment, in which the electrode support frame 12 has a rectangular frame shape. Since the pressing means 13 is the same as described above, the description is omitted. (B) is a strip electrode 1
1 is a plan view showing a configuration in which a connection terminal 11a for connecting to a cathode of a DC power supply 5 is provided at the center of four sides of a strip electrode 11 in order to connect adjacent movable electrodes 10 to each other with a conductive wire 11a. .
【0033】図4は、別の押圧手段13を用いた実施の
形態を示す。この形態の押圧手段13は電極支持枠12
の上部を覆う押圧板14と、その押圧板14を外壁材2
壁面方向に付勢する弾性材16と、外壁材2壁面に立設
され前記弾性材16を引張り保持する取付フック16b
とからなる。この形態では、予め外部材2に取付フック
16bを接着などで固定し、ゴムバンド等の弾性材16
を取付フック16bに結んでおき、押圧板14の貫通孔
14aを通して弾性材16を引張りながら弾性材押え1
6aで固定する簡単な工程で可動電極を取付けることが
できる。この発明によれば、ゴムひもなどの弾性材16
で引張り保持する単純な構造であるため組立が容易であ
り、且つ部材費を引き下げることができる。FIG. 4 shows an embodiment in which another pressing means 13 is used. The pressing means 13 in this form is used for the electrode support frame 12.
Press plate 14 covering the upper part of the outer wall material 2
An elastic member 16 for urging in the wall direction, and a mounting hook 16b erected on the wall surface of the outer wall member 2 for pulling and holding the elastic member 16
Consists of In this embodiment, the mounting hook 16b is fixed to the outer member 2 in advance by bonding or the like, and the elastic member 16 such as a rubber band is used.
Is connected to the mounting hook 16b, and the elastic member presser 1 is pulled while pulling the elastic member 16 through the through hole 14a of the pressing plate 14.
The movable electrode can be attached by a simple process of fixing at 6a. According to the present invention, the elastic member 16 such as a rubber cord is used.
, The structure is easy to assemble, and the member cost can be reduced.
【0034】図5は、さらに別の実施の形態の電食用杭
芯材1の断面図を示し、外部材2の中空部に挿入し、内
部に注入した水圧によって膨張させることのできる弾性
材からなる風船状の加圧部材17と、その加圧部材17
の周囲に取付けた導電性金属材の板状電極18と、板状
電極18の外側面に一定間隔で取付けられた絶縁材から
なる複数の電極支持枠12とからなり、外部材2の中空
部に挿入し、加圧部材17を膨張させて電極支持枠12
の下部を外部材2内壁に圧接することにより、外部材2
内壁の電食溶解の進行に従って板状電極18が外部材2
壁面に接近し、電食された外部材2内壁と板状電極18
との距離を一定間隔に保つため、外部材2壁面を板状電
極18の形状に部分電食をすることができる。FIG. 5 is a cross-sectional view of a pile core member 1 for electric corrosion according to still another embodiment. The balloon is made of an elastic material which is inserted into the hollow portion of the outer member 2 and can be expanded by the water pressure injected therein. Pressurizing member 17 and pressurizing member 17
And a plurality of electrode support frames 12 made of an insulating material and attached to the outer surface of the plate electrode 18 at regular intervals. Into the electrode support frame 12 by expanding the pressure member 17.
Is pressed against the inner wall of the outer member 2 so that the outer member 2
As the electrolytic corrosion of the inner wall progresses, the plate electrode 18 is
The inner wall of the outer member 2 approaching the wall and being eroded and the plate electrode 18
In order to keep the distance from the outer electrode 2 constant, the wall surface of the outer member 2 can be partially eroded in the shape of the plate electrode 18.
【0035】電極支持枠12の上部は絶縁材からなる押
圧板14で覆い、前記板状電極18に接着等で取付け
る。この電極支持枠12と押圧板14は一体に成形した
ものとして、例えば塩化ビニール管に用いられるキャッ
プ部材などを利用することができる。また、板状電極1
8は、電極支持枠との接着部と部分電蝕する部分以外を
打ち抜き加工して用いることが望ましい。The upper part of the electrode support frame 12 is covered with a pressing plate 14 made of an insulating material, and attached to the plate-like electrode 18 by bonding or the like. As the electrode supporting frame 12 and the pressing plate 14 are integrally formed, for example, a cap member used for a vinyl chloride tube can be used. In addition, the plate-like electrode 1
It is desirable to use a stamper 8 for punching a portion other than a portion to be partially corroded and a portion to be bonded to the electrode support frame.
【0036】前記加圧部材17は、ゴム等の弾性部材で
風船状のに形成されており、上部に液体を注入して加圧
するための加圧口19を備え、外部材2に挿入してから
膨張させる。加圧部材17の膨張により加圧部材の周囲
に配置された板状電極18を電極支持枠12を介して外
部材2の内壁面に一定距離を保つように押し付けること
ができる。このため、電食の進行に合わせて板状電極1
8が外部材2に近づき部分電食する。The pressure member 17 is made of an elastic member such as rubber and has a balloon shape. The pressure member 17 is provided with a pressure port 19 for injecting and pressurizing a liquid at an upper portion thereof. Inflate from. Due to the expansion of the pressure member 17, the plate-like electrode 18 arranged around the pressure member can be pressed through the electrode support frame 12 to the inner wall surface of the outer member 2 so as to keep a certain distance. For this reason, the plate-like electrode 1
8 approaches the outer member 2 and partially erodes.
【0037】図5(b)は(a)のB−B平面を示し、
加圧部材17の上部に板状電極18を接着部17aで吊
下げるように取付け、完全に膨張させない状態で矩形の
外部材2内に挿入する状態を示す。FIG. 5B shows a BB plane of FIG.
The plate-like electrode 18 is attached to the upper part of the pressing member 17 so as to be hung by the bonding portion 17a, and is inserted into the rectangular outer member 2 without completely expanding.
【0038】この発明によれば、予め四隅を溶接して中
空状とした外部材に、可動電極を挿入してから、風船状
の加圧部材を膨張させて電極支持枠の下部を外部材内壁
に圧接するため外部材に可動電極を取付ける作業工程が
1工程で行うことができる。また、押圧板を均等に外部
材内壁に圧接することができる。According to the present invention, the movable electrode is inserted into a hollow outer member by welding the four corners in advance, and then the balloon-shaped pressing member is expanded to lower the electrode support frame to the outer member inner wall. The work process of attaching the movable electrode to the outer member for pressing against the substrate can be performed in one process. Further, the pressing plate can be uniformly pressed against the inner wall of the outer member.
【0039】次に、本発明の電食用杭芯材1の可動電極
10を用いた電食の進行状況を図6により説明する。Next, the progress of electrolytic corrosion using the movable electrode 10 of the pile core 1 for electrolytic corrosion of the present invention will be described with reference to FIG.
【0040】図6(a)は電食開始前の電食用杭芯材の
一部断面を示し、外部材2の内面に複数の可動電極10
が取付けられている。可動電極10,10の間の2a部
分が帯状電極11,11で電食させたい電食予定部分で
ある。電食用杭芯材1の内部に電解質溶液を注入し、外
部材2に陽極、帯状電極11に陰極を接続し電圧を印可
すると外部材2の電食が行われる。図6(b)は電食が
進行した状態を示す。押圧手段13により可動電極10
が外部材2に付勢されているため、電食予定部2aの電
食の進行に伴い電極支持枠12の下部が沈み、帯状電極
11を外部材2の電食予定部2aに近付ける。このた
め、電蝕予定部のみを効率よく溶解脆性化することがで
きる。FIG. 6 (a) shows a partial cross section of the core member of the pile for electrolytic corrosion before the start of electrolytic corrosion.
Is installed. A portion 2a between the movable electrodes 10, 10 is a portion to be electrolytically eroded by the strip electrodes 11, 11. An electrolytic solution is injected into the pile core 1 for electrolytic corrosion, and an anode is connected to the outer member 2 and a cathode is connected to the strip-shaped electrode 11. When a voltage is applied, the outer member 2 is subjected to electrolytic corrosion. FIG. 6B shows a state in which the electrolytic corrosion has progressed. The movable electrode 10 is pressed by the pressing means 13.
Is urged by the outer member 2, the lower portion of the electrode support frame 12 sinks with the progress of the electrolytic erosion of the portion to be electrolytically eroded 2, and brings the strip electrode 11 closer to the portion to be electrically eroded 2 a of the outer member 2. For this reason, only the portion to be subjected to electrolytic corrosion can be efficiently melted and embrittled.
【0041】次に、本発明の電食用杭芯材を用いた立坑
の実施の形態を図を用いて説明する。図7(a)は、本
発明の電食用杭芯材1を用いた仮壁部110を備えた立
坑50の平面図である。この立坑50は実験用に構築し
た実施例であるため周囲は鋼矢板とし、梁103で補強
した構造である。(b)は仮壁部の杭芯材を示す正面図
である。電食用杭芯材1はシールド機の掘削外径となる
範囲の高さ位置になるように、上下を接合部102でボ
ルト止めなどでH形鋼101の杭芯材と接合して用い
る。Next, an embodiment of a shaft using the pile core material for electrolytic corrosion of the present invention will be described with reference to the drawings. FIG. 7A is a plan view of a shaft 50 provided with a temporary wall 110 using the pile core 1 for electrolytic corrosion of the present invention. Since the shaft 50 is an embodiment constructed for an experiment, the periphery of the shaft 50 is a steel sheet pile and is reinforced with a beam 103. (B) is a front view which shows the pile core material of a temporary wall part. The pile core 1 for electrolytic corrosion is used by being joined to the pile core of the H-section steel 101 by bolting or the like at the joint 102 so that the pile core 1 is located at a height within the range of the outer diameter of the excavator of the shield machine.
【0042】図8(a)は、立坑50にシールド機20
0を据え付けた状態を示す側面図である。仮壁部110
の内側のシールド機200の発進口には坑口11が設け
られている。(b)は(a)の正面図である。FIG. 8A shows that the shaft machine 20 is mounted on the shaft 50.
It is a side view which shows the state which installed 0. Temporary wall 110
A wellhead 11 is provided at the launching port of the shield machine 200 inside. (B) is a front view of (a).
【0043】[0043]
【発明の効果】本発明によれば、以下の効果を奏する。
請求項1の発明によれば、外部材内壁の電食溶解の進行
に従って可動電極が外部材壁面に接近し、電食された外
部材内壁と電極との距離を一定間隔に保つため、外部材
壁面を可動電極の形状に部分電食できる。このため、破
壊予定部位の仮壁部を短期間で確実に脆性化することが
できる。According to the present invention, the following effects can be obtained.
According to the invention of claim 1, the movable electrode approaches the outer member wall surface as the electrolytic corrosion of the inner wall of the outer member progresses, and the distance between the inner wall of the outer member and the electrode that has been eroded is kept at a constant interval. The wall surface can be partially eroded in the shape of a movable electrode. For this reason, the temporary wall portion at the site to be broken can be reliably embrittled in a short period of time.
【0044】請求項2または3の発明によれば、外部材
の外形寸法及び破壊予定部位に応じて電極支持枠の配設
場所、個数を容易に変えることができる。このため、そ
の都度可動電極を設計製作することなく、標準化してコ
ストを下げることができる。According to the second or third aspect of the present invention, the location and the number of the electrode support frames can be easily changed according to the external dimensions of the outer member and the portion to be broken. Therefore, the cost can be reduced by standardization without designing and manufacturing the movable electrode each time.
【0045】請求項4の発明によれば、予め四隅を溶接
して中空状とした外部材に、可動電極を挿入してから、
風船状の加圧部材を膨張させて電極支持枠の下部を外部
材内壁に圧接するため外部材に可動電極を取付ける作業
工程が1工程で行うことができる。また、押圧板を均等
に外部材内壁に圧接することができる。According to the fourth aspect of the present invention, the movable electrode is inserted into an outer member having a hollow shape by welding four corners in advance.
In order to inflate the balloon-shaped pressing member and press the lower part of the electrode support frame against the inner wall of the outer member, the operation process of attaching the movable electrode to the outer member can be performed in one step. Further, the pressing plate can be uniformly pressed against the inner wall of the outer member.
【0046】さらに、本発明によれば、補強コンクリー
ト構造物の破壊予定部位の仮壁部を短期間で確実に脆性
化することのできる電食用杭芯材を用いた仮壁の構築を
可能とし、また、設計上の破壊予定部位以外の部分の電
食を防止し、安全なシールド発進到達立坑を提供するこ
とができる。Further, according to the present invention, it is possible to construct a temporary wall using a pile core for electrolytic corrosion, which can surely embrittle a temporary wall portion at a site where a reinforced concrete structure is to be broken in a short period of time. In addition, it is possible to prevent electric erosion of a portion other than the planned destruction expected portion, and to provide a safe shield start reaching shaft.
【図1】(a)は本発明の電食用杭芯材の断面図、
(b)は(a)のA部拡大断面図、(c)は、(a)の
AA−AAの平面図である。FIG. 1A is a cross-sectional view of a pile core material for electrolytic corrosion of the present invention,
(B) is an enlarged sectional view of a portion A of (a), and (c) is a plan view of AA-AA of (a).
【図2】本発明の一実施の形態の可動電極を示し、
(a)は断面図、(b)は平面図である。FIG. 2 shows a movable electrode according to an embodiment of the present invention;
(A) is a sectional view, and (b) is a plan view.
【図3】本発明の別の実施の形態の可動電極を示し、
(a)は断面図、(b)は(a)の電極を示す平面図で
ある。FIG. 3 shows a movable electrode according to another embodiment of the present invention;
(A) is sectional drawing, (b) is a top view which shows the electrode of (a).
【図4】本発明の別の実施の形態の可動電極の断面図で
ある。FIG. 4 is a sectional view of a movable electrode according to another embodiment of the present invention.
【図5】(a)は、本発明の別の実施の形態の電食用杭
芯材の内部を示す断面図、(b)は(a)のB−B部の
平面図である。FIG. 5A is a cross-sectional view showing the inside of an electrolytic corrosion pile core material according to another embodiment of the present invention, and FIG. 5B is a plan view of a BB portion of FIG.
【図6】本発明の電食用杭芯材の電食の進行状況を示
し,(a)は電食開始時、(b)は電食途中を示す断面
図である。6A and 6B are cross-sectional views showing the progress of electrolytic corrosion of the pile core material for electrolytic corrosion of the present invention, wherein FIG.
【図7】(a)は、本発明の電食用杭芯材1を用いた仮
壁部110を備えた立坑50の平面図、(b)は仮壁部
の杭芯材を示す正面図である。FIG. 7A is a plan view of a vertical shaft 50 provided with a temporary wall 110 using the pile core 1 for electrolytic corrosion of the present invention, and FIG. 7B is a front view showing the pile core of the temporary wall.
【図8】(a)は、立坑50にシールド機200を据え
付けた状態を示す側面図である、(b)は(a)の正面
図である。FIG. 8A is a side view showing a state where the shield machine 200 is installed in the shaft 50, and FIG. 8B is a front view of FIG.
【図9】従来技術の電食用杭芯材の電食の進行状況を示
し,(a)は電食開始時、(b)は電食終了時を示す断
面図である。9A and 9B are cross-sectional views showing the progress of electrolytic corrosion of a conventional pile core material for electrolytic corrosion, in which FIG. 9A shows the start of electrolytic corrosion and FIG. 9B shows the end of electrolytic corrosion.
【図10】従来技術の電食用杭芯材の断面図である。FIG. 10 is a cross-sectional view of a conventional pile core for electrolytic corrosion.
【図11】従来技術のシールド工法の立坑を示す断面図
である。FIG. 11 is a cross-sectional view showing a shaft of a conventional shield method.
1 電食用杭芯材 2 外部材 2a 電食予定部 2b 拡大電食部 3 電極部材 4 電解質溶液 4a、4b 電解質給入口、排出口 5 直流電源 6a、6b 液送パイプ 10 可動電極 11 帯状電極 11a 接続端子 11b 導線 12 電極支持枠 13 押圧手段 13a 可動電極取付棒 13b 上部ナット 13c 取付ネジ 13d 下部ナット 14 押圧板 14a 貫通孔 15 押圧バネ 16 弾性材 16a 弾性材押え 16b 取付フック 17 加圧部材 18 板状電極 19 加圧口 25a,b 蓋 50 立坑 110 仮壁部 101 H形鋼 102 接合部 103 梁 104 底盤 111 坑口コンクリート 200 シールド機 DESCRIPTION OF SYMBOLS 1 Pile core material for electrolytic corrosion 2 Outer member 2a Expected electrolytic corrosion portion 2b Expanded electrolytic corrosion portion 3 Electrode member 4 Electrolyte solution 4a, 4b Electrolyte inlet / outlet 5 DC power supply 6a, 6b Liquid feed pipe 10 Movable electrode 11 Band electrode 11a Connection terminal 11b Conductor wire 12 Electrode support frame 13 Pressing means 13a Movable electrode mounting rod 13b Upper nut 13c Mounting screw 13d Lower nut 14 Pressing plate 14a Through hole 15 Pressing spring 16 Elastic material 16a Elastic material pressing 16b Mounting hook 17 Pressing member 18 Plate electrode 19 Pressing port 25a, b Lid 50 Vertical shaft 110 Temporary wall part 101 H-section steel 102 Joint 103 Beam 104 Bottom plate 111 Wellhead concrete 200 Shield machine
───────────────────────────────────────────────────── フロントページの続き (72)発明者 荒 川 康 広 東京都千代田区三番町2番地 飛島建設株 式会社内 Fターム(参考) 2D054 AC01 BA03 EA07 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yasuhiro Arakawa 2nd Sanbancho, Chiyoda-ku, Tokyo Tobishima Construction Co., Ltd. F-term (reference) 2D054 AC01 BA03 EA07
Claims (6)
の仮壁部に用いる杭芯材であって、該杭芯材は、上下の
蓋で密閉された中空の外部材と、この外部材の四面の内
壁に圧接して設けた複数の可動電極とにより形成し、外
部材と可動電極間に電解質溶液を介在させて電圧を印加
し、外部材内壁の電食溶解の進行に従って可動電極が外
部材壁面に接近し、外部材壁面を可動電極の形状に部分
電食して杭芯材を脆性化することを特徴とする電食用杭
芯材。1. A pile core material used for a temporary wall portion of a part of a reinforced concrete structure which is to be destroyed, said pile core material being pressed against a hollow outer member sealed with upper and lower lids and four inner walls of the outer member. Formed by a plurality of movable electrodes provided, and a voltage is applied by interposing an electrolyte solution between the outer member and the movable electrode, and the movable electrode approaches the outer member wall as the electrolytic corrosion of the inner wall of the outer member progresses. A pile core material for electrolytic corrosion, wherein a wall surface of an outer member is partially electrolytically eroded into a shape of a movable electrode to make the pile core material brittle.
の絶縁性の電極支持枠の上部に巻回して設けた導電性金
属材の帯状電極と、電極支持枠の下部を外部材内壁に圧
接する押圧手段とからなることを特徴とする請求項1記
載の電食用杭芯材。2. The movable electrode includes a conductive metal strip electrode wound around an upper portion of a cylindrical or rectangular insulated electrode support frame and a lower portion of the electrode support frame pressed against an inner wall of an outer member. The pile member for electrolytic corrosion according to claim 1, wherein the core member comprises a pressing means.
覆う押圧板と、その押圧板を外壁材壁面方向に付勢する
押圧バネと、外壁材壁面に立設され押圧バネを圧縮保持
する可動電極取付棒とからなることを特徴とする請求項
1または2記載の電食用杭芯材。3. A pressing plate for covering an upper portion of the electrode support frame, a pressing spring for urging the pressing plate in a direction of a wall surface of the outer wall, and a pressing spring standing on the wall surface of the outer wall to compress and hold the pressing spring. 3. The pile core material for electrolytic corrosion according to claim 1, comprising a movable electrode mounting rod.
覆う押圧板と、その押圧板を外壁材壁面方向に付勢する
弾性材と、外壁材壁面に立設され前記弾性材を引張り保
持する取付フックとからなることを特徴とする請求項1
または2記載の電食用杭芯材。4. The pressing means includes a pressing plate that covers an upper portion of the electrode support frame, an elastic material that urges the pressing plate in the direction of the wall surface of the outer wall, and an erect member that is erected on the wall surface of the outer wall and pulls and holds the elastic material. 2. A mounting hook comprising:
Or the pile core material for electrolytic corrosion according to 2.
よって膨張させることのできる弾性材からなる風船状の
加圧部材と、その加圧部材の周囲に取付けた導電性金属
材の板状電極と、前記板状電極の外側面に一定間隔で取
付けられた絶縁材からなる複数の電極支持枠とからな
り、前記外部材の中空部に挿入し、加圧部材を膨張させ
て電極支持枠の下部を外部材内壁に圧接することを特徴
とする請求項1記載の電食用杭芯材。5. The balloon according to claim 1, wherein the movable electrode is a balloon-shaped pressing member made of an elastic material which can be expanded by water pressure injected therein, and a conductive metal plate-like electrode attached around the pressing member. And a plurality of electrode support frames made of an insulating material attached at regular intervals to the outer surface of the plate-shaped electrode, inserted into the hollow portion of the outer member, and expanded the pressing member to expand the electrode support frame. The pile member for electrolytic corrosion according to claim 1, wherein the lower portion is pressed against the inner wall of the outer member.
空の外部材に電解質溶液または/及び流動性充填物を供
給排出する出入口と、外部材及び可動電極に直流電源と
の接続部とを備えていることを特徴とする請求項1、
2、3、4または5のいずれかに記載の電食用杭芯材。6. The pile core material includes an inlet / outlet for supplying / discharging an electrolyte solution and / or a fluid filler to / from a hollow outer member sealed by upper and lower lids, and a connection portion between the outer member and the movable electrode to a DC power supply. Claim 1 characterized by comprising:
The pile core material for electrolytic corrosion according to any one of 2, 3, 4, and 5.
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JP2000099386A JP3600910B2 (en) | 2000-03-31 | 2000-03-31 | Pile core for electrolytic corrosion |
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Cited By (1)
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---|---|---|---|---|
WO2022097194A1 (en) * | 2020-11-04 | 2022-05-12 | 日本電信電話株式会社 | Structure management system |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09256648A (en) * | 1996-03-18 | 1997-09-30 | Kumagai Gumi Co Ltd | Disassembling method for carbon fiber reinforcing concrete structure |
JP2001090473A (en) * | 1999-09-22 | 2001-04-03 | Tobishima Corp | Reinforced concrete structure demolition method, reinforced concrete structure, reinforcing material for reinforced concrete structure, shielding method, and pit for use in shielding method |
-
2000
- 2000-03-31 JP JP2000099386A patent/JP3600910B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09256648A (en) * | 1996-03-18 | 1997-09-30 | Kumagai Gumi Co Ltd | Disassembling method for carbon fiber reinforcing concrete structure |
JP2001090473A (en) * | 1999-09-22 | 2001-04-03 | Tobishima Corp | Reinforced concrete structure demolition method, reinforced concrete structure, reinforcing material for reinforced concrete structure, shielding method, and pit for use in shielding method |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022097194A1 (en) * | 2020-11-04 | 2022-05-12 | 日本電信電話株式会社 | Structure management system |
JPWO2022097194A1 (en) * | 2020-11-04 | 2022-05-12 |
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