JP3885124B2 - PC steel twisted wire removal device - Google Patents

PC steel twisted wire removal device Download PDF

Info

Publication number
JP3885124B2
JP3885124B2 JP2003421697A JP2003421697A JP3885124B2 JP 3885124 B2 JP3885124 B2 JP 3885124B2 JP 2003421697 A JP2003421697 A JP 2003421697A JP 2003421697 A JP2003421697 A JP 2003421697A JP 3885124 B2 JP3885124 B2 JP 3885124B2
Authority
JP
Japan
Prior art keywords
stranded wire
steel stranded
negative electrode
steel
synthetic resin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2003421697A
Other languages
Japanese (ja)
Other versions
JP2005180001A (en
Inventor
谷 常 松 向
尾 勝 弥 松
利 博 岡
川 康 広 荒
井 信 成
庄 義 成 本
松 克 郎 黒
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.)
Tobishima Corp
Original Assignee
Tobishima 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 Tobishima Corp filed Critical Tobishima Corp
Priority to JP2003421697A priority Critical patent/JP3885124B2/en
Publication of JP2005180001A publication Critical patent/JP2005180001A/en
Application granted granted Critical
Publication of JP3885124B2 publication Critical patent/JP3885124B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Description

本発明は、建設工事施工における除去式アンカーのPC(prestressed concrete)鋼撚線の除去装置に関する。   The present invention relates to a PC (pressed concrete) steel strand removal device for a removable anchor in construction work.

従来、土留めなどの建設工事施工において、施工後に、PC(prestressed concrete)鋼撚線(以下省略してPC鋼撚線とする)などの引張り鋼材或いは耐荷体を土中に残留させることのない除去式アンカーが広く知られている。   2. Description of the Related Art Conventionally, in construction work such as earth retaining, tensile steel materials such as PC (pressed concrete) steel stranded wire (hereinafter abbreviated as PC steel stranded wire) or load-resistant bodies are not left in the soil after construction. Removable anchors are widely known.

特許文献1には、複数のPC鋼撚線を結束して構成する芯抜き除去方式の方法及び装置が開示されている。この発明では、従来複数のアンボンドPC鋼撚線を引き抜き、定着されたPC鋼撚線の縁切りスペースを確保していた際の問題を解決するため、アンボンド加工した大径鋼材を可撓性のスペーサ筒体内に配置したアンカーの定着部を、複数のアンボンド加工を除去したPC鋼撚線で覆い定着部を形成することにより、施工後に中心の大径鋼材を引き抜き、定着されたPC鋼撚線をその引き抜かれた空隙により縁切りさせて、地上からの引き抜き除去を容易にする方法及び装置である。 Patent Document 1 discloses a method and apparatus of a core removal method that is formed by binding a plurality of PC steel stranded wires. In the present invention, in order to solve the problem when a plurality of unbonded PC steel stranded wires are conventionally drawn and a space for cutting the fixed PC steel stranded wire is secured, an unbonded large-diameter steel material is used as a flexible spacer. Cover the anchoring part of the anchor placed in the cylinder with PC steel stranded wire from which multiple unbonding processes have been removed to form the fixing part, and then pull out the central large-diameter steel material after construction, and fix the fixed PC steel stranded wire. It is a method and apparatus for facilitating the removal from the ground by cutting the edge with the extracted gap.

この装置では、従来より大径の除去空間を確保できるため、比較的小さな引張力で、定着面の縁切りができるメリットがあるが、大径のアンボンドPC鋼材を用いるため、資材費用が嵩む問題があった。また、小さな力では、確実に縁切りができない場合も生じていた。 This device has a merit that the fixing space can be cut with a relatively small tensile force because a larger removal space can be ensured than before, but since there is a large diameter unbonded PC steel material, there is a problem that the material cost increases. there were. In addition, there is a case where the edge cannot be cut reliably with a small force.

また、特許文献2には、アンカー孔内に、アンボンドPC鋼撚線を耐荷体でUターンさせて挿入すると共に、グラウト材(セメントミルクなどの固結材)を充填して、耐荷体とアンボンドPC鋼撚線を地盤中に固定し、アンボンドPC鋼撚線の両端を孔外より所定の荷重のもとで緊張・定着させ、その緊張・定着力によって山留め壁や擁壁を支持する除去式アンカーが従来技術として記載されている。このアンボンドPC鋼撚線のUターン方式では、施工後に地上の定着具を取り外し、アンボンドPC鋼撚線の一方の端部をジャッキやレッカー等で引くことにより、Uターン部を介してアンボンドされているPC鋼撚線を引き抜き除去するものである。   Further, in Patent Document 2, an unbonded PC steel stranded wire is inserted into an anchor hole by making a U-turn with a load-bearing body, and filled with a grout material (a cemented material such as cement milk). PC steel stranded wire is fixed in the ground, both ends of unbonded PC steel stranded wire are tensioned and fixed under a predetermined load from outside the hole, and the removal type that supports the retaining wall and retaining wall by the tension and fixing force Anchors are described as prior art. In this unbonded PC steel stranded wire U-turn system, the ground fixing tool is removed after construction, and one end of the unbonded PC steel stranded wire is unbonded via a U-turn portion by pulling it with a jack or a tow. PC steel stranded wire is pulled out and removed.

この方法及び装置では、シース管内に潤滑油を充填して入るものの、PC鋼撚線のUターン部分での摩擦係数が高く、ある程度の力を用いなければ抜き取ることができない問題があった。又、中にはUターン部で捩れなどの変形で、ゆるみが無くなり、引き抜けなくなる問題があった。 In this method and apparatus, although the sheath tube is filled with lubricating oil, there is a problem that the friction coefficient at the U-turn portion of the PC steel stranded wire is high and cannot be extracted unless a certain amount of force is used. In addition, there is a problem that the U-turn portion is not twisted due to deformation such as twisting and cannot be pulled out.

特開平9−41371号公報(第2、3頁、第1、2図)Japanese Patent Laid-Open No. 9-41371 (2nd, 3rd page, 1st and 2nd figures) 特願2002−97638号公報(第2頁、第4、6図)Japanese Patent Application No. 2002-97638 (2nd page, FIGS. 4 and 6)

本発明は、前記の問題に鑑みてなされたもので、耐荷体との係留方式(引張り、圧縮)にかかわらず、引張材であるPC鋼撚線を確実に、かつ短時間に除去できる装置を提供することを課題とする。 The present invention has been made in view of the above problems, the mooring system (tension, compression) of the load carrying body regardless, to ensure the PC steel twisted wire is tensile material, and kill in a short time to remove device It is an issue to provide.

また、従来Uターンのために偶数本の引張鋼線に限られている工法に対し、所要強度のアンカーとするために必要なPC鋼撚線のみの使用を可能とし、さらに、短期間の工期で確実にPC鋼撚線を除去して資材費並びに工事費のコストを引き下げることを課題とする。   In addition, it is possible to use only the PC steel twisted wire necessary to make the anchor of the required strength, while the construction method is limited to an even number of tensile steel wires because of the conventional U-turn. Therefore, it is an object to reduce the material cost and the construction cost by reliably removing the PC steel stranded wire.

前記課題を解決するため、PC鋼撚線の除去装置は、合成樹脂シースで被覆されたアンボンドタイプのPC鋼撚線の埋設先端側に耐荷体を備えたアンカーテンドンの、前記耐荷体を地盤の孔内に埋設し、固結材を注入してアンカー定着部を形成し、前記PC鋼撚線の基端を地上側で緊張するアースアンカーを用いた土木施工において、
前記PC鋼撚線の埋設先端側の、前記合成樹脂シースの一部を、その円周方向全域に亘って除去してそこを被う円筒状金属の陰電極を設けて、該陰電極を前記合成樹脂シース内のPC鋼撚線本体の部分に対向させるとともに、円筒状金属の陰電極の両端外周縁を液密シール材で前記合成樹脂シースに固定し、前記陰電極のリード線を、埋設時に地上側となる位置に延出していて、
土木施工後に、前記PC鋼撚線本体に陽電極側を接続して、前記陰電極と陽電極との間に直流電流を与えると共に、前記PC鋼撚線の合成樹脂シース内に電解質溶液を供給することで前記陰電極の近傍で、前記PC鋼撚線本体を腐食し、切断することを特徴とする。
In order to solve the above-mentioned problems, an apparatus for removing a PC steel stranded wire includes an uncurtain dong of an uncurtain dong provided with a load proof body on an embedded tip side of an unbonded type PC steel stranded wire covered with a synthetic resin sheath. In civil engineering work using an earth anchor that is buried in a hole, injecting a binder and forming an anchor fixing portion, and tensioning the base end of the PC steel stranded wire on the ground side,
A portion of the synthetic resin sheath on the embedded tip side of the PC steel twisted wire is removed over the entire circumferential direction, and a cylindrical metal negative electrode is provided to cover the negative electrode. While facing the PC steel stranded wire body in the synthetic resin sheath, the outer peripheral edges of both ends of the cylindrical metal negative electrode are fixed to the synthetic resin sheath with a liquid-tight sealant, and the lead wire of the negative electrode is embedded Sometimes extended to the ground side,
After civil engineering work, the positive electrode side is connected to the PC steel stranded wire body, a direct current is applied between the negative electrode and the positive electrode, and an electrolyte solution is supplied into the synthetic resin sheath of the PC steel stranded wire. Thus, the PC steel stranded wire body is corroded and cut in the vicinity of the negative electrode.

この発明によれば、アンボンドタイプのPC鋼撚線に、陰電極を備えるため、構造が単純で安価に電食部を形成することができる。また、アンカーテンドンを陰電極に接続されたリード線と共に埋設させるため、施工が容易である。   According to this invention, since the negative electrode is provided on the unbonded type PC steel stranded wire, the structure is simple and the electrolytic corrosion portion can be formed at low cost. Further, since the uncurtain dong is embedded together with the lead wire connected to the negative electrode, the construction is easy.

また、合成樹脂シースで被覆されたアンボンドタイプのPC鋼撚線の埋設先端側に耐荷体を備えたアンカーテンドンの、前記耐荷体を地盤の孔内に埋設し、固結材を注入してアンカー定着部を形成し、前記PC鋼撚線の基端を地上側で緊張するアースアンカーを用いた土木施工において、
前記耐荷体は、PC鋼撚線の係留部と、シース材を除去した剥き出しのPC鋼撚線を貫通させる電食部と、電解質溶液を充填・循環させるパイプおよびリード線が接続される接続部とから構成され、前記電食部には、貫通するPC鋼撚線の周囲を覆う円筒状の陰電極を備え、前記接続部から電解質溶液が充填・循環可能に形成された電食室が設けられ、
前記陰電極のリード線を、埋設時に地上側となる位置に延出し、
土木施工後に、前記PC鋼撚線本体に陽電極側を接続して、前記陰電極と陽電極との間に直流電流を与えると共に、前記電解質溶液を充填・循環させるパイプ内に電解質溶液を供給することで前記陰電極の近傍で、前記PC鋼撚線本体を腐食し、切断することを特徴とする。
In addition, an uncurtained PC steel stranded wire covered with a synthetic resin sheath embedded in an uncurtain dong having a load bearing body on the leading end side, the load bearing body is buried in a hole in the ground, and a solidified material is injected into the anchor. In civil engineering work using an earth anchor that forms a fixing part and tensions the base end of the PC steel stranded wire on the ground side,
The load-bearing body includes a connecting portion to which a mooring portion of a PC steel stranded wire, an electrolytic corrosion portion that penetrates an exposed PC steel stranded wire from which a sheath material has been removed, and a pipe and a lead wire that are filled and circulated with an electrolyte solution are connected The electrolytic corrosion portion is provided with a cylindrical negative electrode that covers the periphery of the PC steel stranded wire that penetrates, and an electrolytic corrosion chamber that is formed so that an electrolyte solution can be filled and circulated from the connection portion is provided. And
The negative electrode lead wire is extended to a position on the ground side when buried,
After civil engineering work, the positive electrode side is connected to the PC steel stranded wire body, a direct current is applied between the negative electrode and the positive electrode, and the electrolyte solution is supplied into a pipe for filling and circulating the electrolyte solution. Thus, the PC steel stranded wire body is corroded and cut in the vicinity of the negative electrode.

この発明によれば、アンボンドPC鋼撚線の一部に電食部を形成することができる。また、シース材と陰電極が液密にシールされているため、PC鋼撚線本体と陰電極の間を電解質溶液充填空間とすることができる。   According to this invention, an electrolytic corrosion part can be formed in a part of unbonded PC steel stranded wire. Further, since the sheath material and the negative electrode are sealed in a liquid-tight manner, the space between the PC steel stranded wire body and the negative electrode can be used as an electrolyte solution-filled space.

また、この発明によれば、耐荷体の内部に、PC鋼撚線の電食部を備えるため、地中先端でPC鋼撚線を切断して撤去することができる。また、電解質溶液の供給・循環を効率よく行い、さらにリード線により電極近傍に電圧を印加することにより効率的なアノード溶解を行うことができる。 Moreover, according to this invention, since the electrolytic corrosion part of a PC steel stranded wire is provided in the inside of the load bearing body, the PC steel stranded wire can be cut and removed at the underground tip. In addition, efficient anodic dissolution can be performed by efficiently supplying and circulating the electrolyte solution and applying a voltage in the vicinity of the electrode through the lead wire.

本発明によれば、土木施工後のアースアンカーの除去時期に、短時間で地中のPC鋼撚線を切断し、確実に除去することができる。このため、従来引き抜き不能のために地中に放置される問題が起きることを防止することができる。   According to the present invention, the underground PC steel stranded wire can be cut and removed reliably in a short time at the time of removal of the earth anchor after civil engineering. For this reason, it is possible to prevent the problem of being left in the ground due to the conventional inability to pull out.

また、アンボンドタイプのPC鋼撚線の端部或いは、耐荷体内部に電食部を安価に形成することができるため経済的である。さらに、アンカー設置並びに除去の工期が短く、全体的にコストを低減することができる。   Moreover, it is economical because the electrolytic corrosion portion can be formed at an end portion of the unbonded PC steel stranded wire or inside the load bearing body at a low cost. Furthermore, the construction period for anchor installation and removal is short, and the overall cost can be reduced.

従来の、Uターン方式の除去式アンカーでは、偶数本のPC鋼撚線に限定されていたが、本発明によれば、Uターン方式に限ることなく、必要荷重のPC鋼撚線とすることで、経済的な施工とすることができる。また、Uターン方式のようにPC鋼撚線と耐荷体との摩擦などを考慮する必要がないので、耐荷体を金属以外の切削可能な材料とすることができる。   The conventional U-turn type removable anchor was limited to an even number of PC steel stranded wires, but according to the present invention, it is not limited to the U-turn type, and a PC steel stranded wire with a required load is used. Therefore, it can be an economical construction. Moreover, since it is not necessary to consider the friction between the PC steel stranded wire and the load-bearing body as in the U-turn system, the load-bearing body can be made of a material that can be cut other than metal.

発明を実施するための最良の形態を、図に基づいて詳細に説明する。図1は、本発明のPC鋼撚線の除去装置を説明する模式図で、(a)はアンボンドPC鋼撚線の電食部の断面図、(b)は、アンボンドPC鋼撚線の断面図である。 The best mode for carrying out the invention will be described in detail with reference to the drawings. FIG. 1 is a schematic view for explaining a PC steel stranded wire removing device of the present invention, in which (a) is a cross-sectional view of an electrolytic corrosion portion of an unbonded PC steel stranded wire, and (b) is a cross section of an unbonded PC steel stranded wire. FIG.

図1(a)に示すアンボンドPC鋼撚線10は、PC鋼撚線本体1の外周を合成樹脂シース2で被覆されて、アンカー孔内で、アンカーテンドンを定着させるために流し込まれる固結材(グラウド)とPC鋼撚線本体1が接着しないようにされている。   An unbonded PC steel stranded wire 10 shown in FIG. 1A is a consolidated material in which the outer periphery of a PC steel stranded wire body 1 is covered with a synthetic resin sheath 2 and poured into an anchor hole in order to fix an uncurtain dong. (Gloud) and PC steel twisted wire main body 1 are made not to adhere.

本発明のアンボンドPC鋼撚線の電食部100は、アンボンドPC鋼撚線10の合成樹脂シース2の一部を除去し、そこに陰電極管3を設けて、陰電極管3の両端部とそれに対向する合成樹脂シース2を止水材4で接着して液密とし合成樹脂シース2が除去されて剥き出しとなったPC鋼撚線本体1に対向させた構造である。   The electro-corrosion part 100 of the unbonded PC steel stranded wire of the present invention removes a part of the synthetic resin sheath 2 of the unbonded PC steel stranded wire 10 and provides the negative electrode tube 3 there, and both ends of the negative electrode tube 3. Further, the synthetic resin sheath 2 opposed to the PC steel twisted wire body 1 is adhered to the PC steel stranded wire body 1 which is made liquid-tight by bonding with a water-stopping material 4 and is removed by removing the synthetic resin sheath 2.

陰電極管3には、地上部に設けられた直流電源装置6の陰極と接続するリード線6aが設けられており、さらに、陰電極管3内部に、対向するPC鋼撚線本体に向かう電極突起3aを設けることが、電食範囲Xを限定して促進させるために望ましい。   The negative electrode tube 3 is provided with a lead wire 6a connected to the cathode of the DC power supply device 6 provided on the ground part, and further, an electrode facing the opposing PC steel stranded wire body inside the negative electrode tube 3 Providing the protrusion 3a is desirable for limiting and promoting the electrolytic corrosion range X.

PC鋼撚線本体1には、地上部に設けられた直流電源装置6の陽極がリード線6bを介して接続されるようにされている。   The PC steel stranded wire body 1 is connected to an anode of a DC power supply device 6 provided on the ground portion via a lead wire 6b.

図1(b)断面図に示すように、アンボンドPC鋼撚線10は、合成樹脂シース2と、その内部のPC鋼撚線本体1との間に隙間があり、電解質溶液5を地上からアンカー孔内のアンカーテンドン先端まで充填可能となっている。また、アンボンドPC鋼撚線10がUターンされる構造の耐荷体であれば、一方の端部から電解質溶液5を供給し、反対側の端部に排出させるように循環することが可能である。   As shown in the sectional view of FIG. 1 (b), the unbonded PC steel stranded wire 10 has a gap between the synthetic resin sheath 2 and the PC steel stranded wire body 1 inside thereof, and anchors the electrolyte solution 5 from the ground. It can be filled up to the end of the uncurtain dong in the hole. Further, if the unbonded PC steel stranded wire 10 is a load-bearing body having a U-turn structure, the electrolyte solution 5 can be supplied from one end and can be circulated to be discharged to the opposite end. .

ここで、本発明のPC鋼撚線の除去装置について、図2のPC鋼撚線の除去装置の模式図を参照して説明する。 Here, the PC steel twisted wire removing device of the present invention will be described with reference to the schematic diagram of the PC steel twisted wire removing device shown in FIG.

先ず、地表50から掘削されたアンカー孔40に、アンカーテンドン45が挿入される。この実施の形態でアンカーテンドン45は、耐荷体20Aの先端のU字溝20aで折り返すアンボンドPC鋼撚線10が結束帯20bで耐荷体20Aに括られて組み立てられており、アンボンドPC鋼撚線10が耐荷体20Aで折り返した直後の部分に電食部100が予め設けられ、陰極リード線6aが地上から延長されて電食部100に接続されている。   First, the uncurtain dong 45 is inserted into the anchor hole 40 excavated from the ground surface 50. In this embodiment, the uncurtain dong 45 is assembled by the unbonded PC steel stranded wire 10 being folded by the U-shaped groove 20a at the tip of the load bearing body 20A and being bound to the load bearing body 20A by the binding band 20b. An electrolytic corrosion portion 100 is provided in advance in a portion immediately after the 10 is folded back by the load-bearing body 20A, and the cathode lead wire 6a is extended from the ground and connected to the electrolytic corrosion portion 100.

次に、アンカー孔40内に、固結材(グラウド)41を流し込みアンカーテンドン45の周囲を満たし、アンカー孔40と定着させたアンカー体定着部46を形成する。固結材41で定着されていない部分は自由長部47となる。   Next, a fixing material (groud) 41 is poured into the anchor hole 40 to fill the periphery of the uncurtain don 45 and form the anchor body fixing portion 46 fixed to the anchor hole 40. A portion not fixed by the caking material 41 becomes a free length portion 47.

固結材41が固まってから、地表50に山止め壁などの構造物51を設け、定着金具52でアンボンドPC鋼撚線10を緊張して構造物51を定着金具52の基に固定する。
これにより、アンカーで定着された空間での建設工事施工を進める。
After the consolidated material 41 is solidified, a structure 51 such as a mountain retaining wall is provided on the ground surface 50, and the unbonded PC steel stranded wire 10 is tensioned by the fixing bracket 52 to fix the structure 51 to the base of the fixing bracket 52.
As a result, construction work will proceed in the space anchored by the anchor.

建設工事施工後、地上に電解質溶液槽5cを用意し、アンボンドPC鋼撚線10の一方に送液ポンプ5dに連結した送液管5aを、もう一方に排液管5bを接続し、送液ポンプ5dを駆動して電解質溶液5を合成樹脂シース2内に供給し、アンカーテンドン45の先端に設けられた電食部100へ充填し、循環させる。   After the construction work, an electrolyte solution tank 5c is prepared on the ground, and a liquid feed pipe 5a connected to a liquid feed pump 5d is connected to one of the unbonded PC stranded wires 10, and a liquid discharge pipe 5b is connected to the other. The pump 5 d is driven to supply the electrolyte solution 5 into the synthetic resin sheath 2, and the electrolytic solution 100 provided at the tip of the uncurtain dong 45 is filled and circulated.

ここで、地上に直流電源装置6を用意し、その陽極と定着金具52に固定されているPC鋼撚線本体1をリード線6bで接続し、地上に延長されて設けられた陰極リード線6aを直流電源装置6の陰極に接続して、電食部100に直流電圧を印加する。   Here, the DC power supply device 6 is prepared on the ground, the anode and the PC steel stranded wire body 1 fixed to the fixing metal fitting 52 are connected by the lead wire 6b, and the cathode lead wire 6a provided to extend to the ground is provided. Is connected to the cathode of the DC power supply device 6 to apply a DC voltage to the electrolytic corrosion portion 100.

電食部100の陰電極管3とPC鋼撚線本体1との間に電解質溶液5を介して電流が流れることにより、PC鋼撚線本体1がアノード溶解され、切断される。   When a current flows between the negative electrode tube 3 of the electrolytic corrosion portion 100 and the PC steel stranded wire body 1 via the electrolyte solution 5, the PC steel stranded wire body 1 is anodically dissolved and cut.

所定の電気量の通電、或いは電流の変化によりPC鋼撚線本体1の切断を確認し、定着金具52及び構造物(山止め壁)51を取り払い、地中から切断されたPC鋼撚線本体1の引き抜き除去を行う。   PC steel twisted wire body 1 cut off from the ground after confirming the cutting of PC steel twisted wire body 1 by energization of a predetermined amount of electricity or change in current, removing fixing bracket 52 and structure (mountain wall) 51 1 is removed.

図2に示す実施の形態では、アンボンドPC鋼撚線10に設けられた陰電極管3は、耐荷体20Aの近傍である後方に設けられていたが、耐荷体20の内部に設けることもできる。   In the embodiment shown in FIG. 2, the cathode electrode tube 3 provided on the unbonded PC steel stranded wire 10 is provided behind the load-bearing body 20 </ b> A, but can also be provided inside the load-bearing body 20. .

また、上記の実施の形態では、PC鋼撚線10は、埋設先端側で耐荷体20を迂回した状態に連結固定され、その両端が地上側に導出されている形態を示したが、PC鋼撚線は、その一端部を、埋設先端側で耐荷体20に連結固定しているものであってもよい。   In the above-described embodiment, the PC steel stranded wire 10 is connected and fixed in a state of bypassing the load-bearing body 20 on the embedded tip side, and both ends thereof are led out to the ground side. The stranded wire may have one end connected and fixed to the load-bearing body 20 on the embedded tip side.

また、上記の実施の形態は、電解質溶液5の供給を、前記PC鋼撚線10の端末から行う形態を示したが、電解質溶液5の供給を、電解質供給管を別に設けて、前記陰電極3近傍の位置からPC鋼撚線内に行う形態としてもよい。   Moreover, although said embodiment showed the form which supplies the electrolyte solution 5 from the terminal of the said PC steel twisted wire 10, supply of the electrolyte solution 5 was provided separately in the electrolyte supply pipe | tube, and the said negative electrode It is good also as a form performed in a PC steel stranded wire from the position of 3 vicinity.

また、定着金具52へのPC鋼撚線10の固定状態をそのままとし、いわゆる、PC鋼撚線引張材の基端を地上側で表面の定着具で緊張して定着した状態で、PC鋼撚線本体1のアノード溶解を行うこととすれば、少ない電気量で、短時間でPC鋼撚線本体1を切断させることができる。   Further, the PC steel stranded wire 10 is fixed to the fixing bracket 52 as it is, and the so-called PC steel stranded wire tension material is fixed on the ground side by being tensioned and fixed by a surface fixing tool on the ground side. If the anode dissolution of the wire body 1 is performed, the PC steel stranded wire body 1 can be cut in a short time with a small amount of electricity.

次に、耐荷体の内部に電食部を備えた実施の形態のPC鋼撚線の除去装置について図3に基づき説明する。図3は、PC鋼撚線の除去装置の一実施の形態を示す図で、(a)は先端部の電食用耐荷体の断面図、(b)は中間部の電食用耐荷体の断面図、(C)は、電食用耐荷体の構造を示す断面図である。   Next, a PC steel stranded wire removing device according to an embodiment provided with an electrolytic corrosion portion inside the load-bearing body will be described with reference to FIG. 3A and 3B are diagrams showing an embodiment of a PC steel stranded wire removing device, in which FIG. 3A is a cross-sectional view of a load-bearing body for electrolytic corrosion at a tip portion, and FIG. 3B is a cross-sectional view of a load-proof body for electrolytic corrosion at an intermediate portion. (C) is sectional drawing which shows the structure of the load-bearing body for electrolytic corrosion.

図3(a)の電食用耐荷体20Bは、先端覆い25を被せた係留部21と、係留部21で密閉された電食部22と、電食部22の後方を覆う接続部23とから構成され、アンボンドPC鋼撚線10は、電食用耐荷体20B内を貫通し係留部21の先端に係止金具10cで抜け留固定され、電食部22の貫通部分は合成樹脂シースが除去されPC鋼撚線本体が露出状態となるようにされ、接続部23によりアンボンドPC鋼撚線10と、電解質溶液の送液管10aと、排液管5bが電食部22に接続されている。   3A includes a mooring portion 21 covered with a tip cover 25, an electroerosion portion 22 sealed with the mooring portion 21, and a connection portion 23 covering the back of the electroerosion portion 22. The unbonded PC steel stranded wire 10 is penetrated through the load-bearing body 20B for electrolytic corrosion, and is anchored and fixed to the tip of the mooring portion 21 with a locking metal fitting 10c, and the synthetic resin sheath is removed from the penetrating portion of the electrolytic corrosion portion 22. The PC steel stranded wire main body is exposed, and the unbonded PC steel stranded wire 10, the electrolyte solution feeding pipe 10 a, and the drainage pipe 5 b are connected to the electrolytic corrosion part 22 through the connection part 23.

図3(b)の電食用耐荷体20Cは、一つのアンカー孔内に、複数の耐荷体を設け、強いアンカー定着力を求める場合に、中間の耐荷体として使用するための構造を備えているものである。図に示すように、係留部24と電食部25と接続部26とから構成されるが、先端部の電食用耐荷体20Bと基本的構造と機能は同様であるが、自分より先端の耐荷体に延びるPC鋼撚線10の貫通孔を備え、さらに電食部25から先端の耐荷体に延びる送液管5a及び排液管5bの接続路を備えている。   The load-carrying body for electric corrosion 20C in FIG. 3 (b) has a structure for use as an intermediate load-bearing body when a plurality of load-bearing bodies are provided in one anchor hole and a strong anchor fixing force is required. Is. As shown in the figure, it is composed of a mooring portion 24, an electrolytic corrosion portion 25, and a connection portion 26, but the basic structure and function are the same as those of the load-proof body 20B for electrolytic corrosion at the distal end portion. A PC steel stranded wire 10 extending through the body is provided with a through-hole, and a connection path between a liquid feeding pipe 5a and a drain pipe 5b extending from the electrolytic corrosion portion 25 to the load bearing body at the tip.

図3(c)は、電食用耐荷体20B(20Cも同様の構造)の構造を示す断面図である。尚、係留部21と電食部22、接続部23と電食部22はそれぞれ接続用のネジ(図示していない)で密着して接続され耐荷体として一体に組み立てられている。   FIG.3 (c) is sectional drawing which shows the structure of the load-bearing body 20B for electric corrosion (20C is also the same structure). The mooring portion 21 and the electrolytic corrosion portion 22, and the connection portion 23 and the electrolytic corrosion portion 22 are in close contact with each other with a connection screw (not shown) and are integrally assembled as a load-bearing body.

先ず、電食用耐荷体20の中心或いは中心に緊張の重心がなるように対象に配置して貫通されたPC鋼撚線10は、係留部21の前方に突き出した部分を係止金具10cで、カシメられてPC鋼撚線の緊張荷重を耐荷体20に伝達する。 First, the PC steel stranded wire 10 arranged and penetrated so that the center of tension of the electric corrosion resistant load 20 has a center of tension at the center is the locking metal fitting 10c protruding from the front portion of the mooring portion 21. It is crimped and the tension load of the PC steel stranded wire is transmitted to the load bearing body 20.

電食部22は、電解質溶液を充填可能で、貫通するPC鋼撚線10を囲む円筒状陰電極3が設けられた空間の電食室22aを備えており、電食室22aには電解質溶液の通路となる送液路22cと排液路22bが通じており、後方の接続部23の送液孔3c、排液孔23bと接続されて地上に延びる送液管5a、排液管5bと通じ、電解質溶液5の供給を受け、アノード溶解物を含む排液を排出可能にされている。   The electrolytic corrosion portion 22 includes an electrolytic corrosion chamber 22a that can be filled with an electrolyte solution and is provided with a cylindrical negative electrode 3 that surrounds the PC steel stranded wire 10 that penetrates the electrolytic corrosion portion 22. The liquid supply path 22c and the liquid discharge path 22b, which are the passages, are connected to each other, and are connected to the liquid supply hole 3c and the liquid discharge hole 23b of the rear connection portion 23 and extend to the ground. Through the supply of the electrolyte solution 5, the drainage liquid containing the anolyte can be discharged.

円筒状陰電極3には、地上に延びるリード線6aが接続されて、地上からの電圧印加が可能とされている。   A lead wire 6a extending to the ground is connected to the cylindrical negative electrode 3 so that a voltage can be applied from the ground.

この電食部を備えた耐荷体を用いれば、現場のアンカー孔に合わせ、その場でアンボンドPC鋼撚線を切断して用いることができる。このため、予め所定長さの電食部を形成したアンボンドPC鋼撚線を用意する必要がない。   If the load-bearing body provided with this electrolytic corrosion portion is used, the unbonded PC steel stranded wire can be cut and used on the spot according to the anchor hole at the site. For this reason, it is not necessary to prepare an unbonded PC steel stranded wire in which a predetermined length of electrolytic corrosion portion is formed.

本発明のPC鋼撚線の除去装置を説明する模式図で、(a)はアンボンドPC鋼撚線の電食部の断面図、(b)は、アンボンドPC鋼撚線の断面図である。It is a schematic diagram explaining the removal apparatus of the PC steel twisted wire of this invention, (a) is sectional drawing of the electrolytic corrosion part of an unbonded PC steel twisted wire, (b) is sectional drawing of an unbonded PC steel twisted wire. 本発明の、PC鋼撚線の除去装置の模式図である。It is a schematic diagram of the removal apparatus of PC steel twisted wire of this invention. 本発明のPC鋼撚線の除去装置の一実施の形態を示す図で、(a)は先端部の電食用耐荷体の断面図、(b)は中間部の電食用耐荷体の断面図、(c)は、電食用耐荷体の構造を示す断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows one Embodiment of the removal apparatus of the PC steel twisted wire of this invention, (a) is sectional drawing of the load-bearing body for electrolytic corrosion of a front-end | tip part, (b) is sectional drawing of the load-proof body for electrolytic corrosion of an intermediate part, (C) is sectional drawing which shows the structure of the load-bearing body for electrolytic corrosion.

符号の説明Explanation of symbols

1 PC鋼撚線本体
2 合成樹脂シース
3 陰電極管(円筒状陰電極)
3a 電極突起
4 止水材
5 電解質溶液
5a 送液管(パイプ)
5b 排液管(パイプ)
5c 電解質溶液槽
5d 送液ポンプ
6 直流電源装置
6a、6b リード線
10 アンボンドPC鋼撚線
10c 係止金具
20 耐荷体
20A、20B、20C 耐荷体
20a U字溝
20b 結束帯
21、24 係留部
22、25 電食部
22a 電食室
22b 排液路
22c 送液路
23、26 接続部
23b 排液孔
23c 送液孔
40 アンカー孔
41 固結材(グラウド)
45 アンカーテンドン
50 地表
51 構造物(山留め壁)
52 定着金具
100 電食部
1 PC steel stranded wire body
2 Synthetic resin sheath
3 Negative electrode tube (cylindrical negative electrode)
3a Electrode protrusion
4 Water stop material
5 Electrolyte solution
5a Liquid feed pipe (pipe)
5b Drainage pipe (pipe)
5c Electrolyte solution tank
5d liquid feed pump
6 DC power supply
6a, 6b Lead wire
10 Unbonded PC steel stranded wire
10c Locking bracket
20 Load-bearing body
20A, 20B, 20C
20a U-shaped groove
20b Cable tie
21, 24 Mooring section
22, 25 Electric corrosion part
22a electric dining room
22b Drainage path
22c Delivery path
23, 26 connection
23b Drainage hole
23c Liquid feed hole
40 Anchor hole
41 Solidified material (groud)
45 An Curtain Don
50 Ground
51 Structure (mountain wall)
52 Fixing bracket
100 electric corrosion part

Claims (2)

合成樹脂シースで被覆されたアンボンドタイプのPC鋼撚線の埋設先端側に耐荷体を備えたアンカーテンドンの、前記耐荷体を地盤の孔内に埋設し、固結材を注入してアンカー定着部を形成し、前記PC鋼撚線の基端を地上側で緊張するアースアンカーを用いた土木施工において、
前記PC鋼撚線の埋設先端側の、前記合成樹脂シースの一部を、その円周方向全域に亘って除去してそこを被う円筒状金属の陰電極を設けて、該陰電極を前記合成樹脂シース内のPC鋼撚線本体の部分に対向させるとともに、円筒状金属の陰電極の両端外周縁を液密シール材で前記合成樹脂シースに固定し、前記陰電極のリード線を、埋設時に地上側となる位置に延出していて、
土木施工後に、前記PC鋼撚線本体に陽電極側を接続して、前記陰電極と陽電極との間に直流電流を与えると共に、前記PC鋼撚線の合成樹脂シース内に電解質溶液を供給することで前記陰電極の近傍で、前記PC鋼撚線本体を腐食し、切断することを特徴とするPC鋼撚線の除去装置。
Unbonded type PC steel stranded wire covered with a synthetic resin sheath Embededdon of an uncurtain dong equipped with a load bearing body on the leading end side, embedded the load bearing body in a hole in the ground, and injected a solidified material to anchor anchoring part In civil engineering work using an earth anchor that tensions the base end of the PC steel stranded wire on the ground side,
A portion of the synthetic resin sheath on the embedded tip side of the PC steel twisted wire is removed over the entire circumferential direction, and a cylindrical metal negative electrode is provided to cover the negative electrode. While facing the PC steel stranded wire body in the synthetic resin sheath, the outer peripheral edges of both ends of the cylindrical metal negative electrode are fixed to the synthetic resin sheath with a liquid-tight sealant, and the lead wire of the negative electrode is embedded Sometimes extended to the ground side,
After civil engineering work, the positive electrode side is connected to the PC steel stranded wire body, a direct current is applied between the negative electrode and the positive electrode, and an electrolyte solution is supplied into the synthetic resin sheath of the PC steel stranded wire. Thus, the PC steel stranded wire removing device is characterized by corroding and cutting the PC steel stranded wire body in the vicinity of the negative electrode.
合成樹脂シースで被覆されたアンボンドタイプのPC鋼撚線の埋設先端側に耐荷体を備えたアンカーテンドンの、前記耐荷体を地盤の孔内に埋設し、固結材を注入してアンカー定着部を形成し、前記PC鋼撚線の基端を地上側で緊張するアースアンカーを用いた土木施工において、
前記耐荷体は、PC鋼撚線の係留部と、シース材を除去した剥き出しのPC鋼撚線を貫通させる電食部と、電解質溶液を充填・循環させるパイプおよびリード線が接続される接続部とから構成され、前記電食部には、貫通するPC鋼撚線の周囲を覆う円筒状の陰電極を備え、前記接続部から電解質溶液が充填・循環可能に形成された電食室が設けられ、
前記陰電極のリード線を、埋設時に地上側となる位置に延出し、
土木施工後に、前記PC鋼撚線本体に陽電極側を接続して、前記陰電極と陽電極との間に直流電流を与えると共に、前記電解質溶液を充填・循環させるパイプ内に、電解質溶液を供給することで前記陰電極の近傍で、前記PC鋼撚線本体を腐食し、切断することを特徴とするPC鋼撚線の除去装置。
Unbonded type PC steel stranded wire covered with a synthetic resin sheath Embededdon of an uncurtain dong equipped with a load bearing body on the leading end side, embedded the load bearing body in a hole in the ground, and injected a solidified material to anchor anchoring part In civil engineering work using an earth anchor that tensions the base end of the PC steel stranded wire on the ground side,
The load-bearing body includes a connecting portion to which a mooring portion of a PC steel stranded wire, an electrolytic corrosion portion that penetrates an exposed PC steel stranded wire from which a sheath material has been removed, and a pipe and a lead wire that are filled and circulated with an electrolyte solution are connected The electrolytic corrosion portion is provided with a cylindrical negative electrode that covers the periphery of the PC steel stranded wire that penetrates, and an electrolytic corrosion chamber that is formed so that an electrolyte solution can be filled and circulated from the connection portion is provided. And
The negative electrode lead wire is extended to a position on the ground side when buried,
After civil engineering work, the positive electrode side is connected to the PC steel stranded wire body, a direct current is applied between the negative electrode and the positive electrode, and the electrolyte solution is placed in a pipe filled and circulated with the electrolyte solution. A PC steel stranded wire removing device, wherein the PC steel stranded wire body is corroded and cut in the vicinity of the negative electrode by being supplied.
JP2003421697A 2003-12-18 2003-12-18 PC steel twisted wire removal device Expired - Fee Related JP3885124B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003421697A JP3885124B2 (en) 2003-12-18 2003-12-18 PC steel twisted wire removal device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003421697A JP3885124B2 (en) 2003-12-18 2003-12-18 PC steel twisted wire removal device

Publications (2)

Publication Number Publication Date
JP2005180001A JP2005180001A (en) 2005-07-07
JP3885124B2 true JP3885124B2 (en) 2007-02-21

Family

ID=34782808

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003421697A Expired - Fee Related JP3885124B2 (en) 2003-12-18 2003-12-18 PC steel twisted wire removal device

Country Status (1)

Country Link
JP (1) JP3885124B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4729690B2 (en) * 2007-03-22 2011-07-20 飛島建設株式会社 Anchor removing apparatus by high frequency induction heating and method for removing the same
KR100918681B1 (en) * 2008-11-11 2009-09-28 송양수 Apparatus for injecting grout at the same time
CN105155552B (en) * 2015-09-08 2016-11-30 中国建筑股份有限公司 The retracting device of foundation ditch interim cable bolting steel strand wires and recovery method
JPWO2022097194A1 (en) * 2020-11-04 2022-05-12

Also Published As

Publication number Publication date
JP2005180001A (en) 2005-07-07

Similar Documents

Publication Publication Date Title
JP3978524B2 (en) PC steel twisted wire removal method and device
EP0960266B1 (en) A cable bolt
EP0060863B1 (en) Electrically isolated reinforcing tendon assembly and method
CN212376149U (en) Connector for connecting unbonded prestressed steel strands in post-cast strip
CN106948343B (en) A kind of tonnage anchor cable of tension and compression combination bearing mode and peace method processed
JP3885124B2 (en) PC steel twisted wire removal device
CN108166491B (en) Method for dismantling steel strand in anchor cable
CN214783884U (en) Full-bonding type prestressed steel anchor pipe cable structure
CN215630180U (en) Anticorrosive durable device of prestressing force
AU2010202134B2 (en) Seal arrangement of a cable connection device
KR101167173B1 (en) Removal anchor
CN113338351A (en) Anticorrosive durable device of prestressing force
CN112726598A (en) Full-bonding type prestressed steel anchor pipe cable structure and construction method thereof
EP1514981A1 (en) Stress end portion structure of prestressed concrete structure body and method of forming the stress end portion
CN217734007U (en) Recoverable anchor rope of combined type CFRP
KR20070068991A (en) Bar type anchor
KR200420494Y1 (en) precast concrete culvert block
JPS6117670A (en) Longitudinal prestressed concrete construction method by pc cable
KR20200041095A (en) Permanent type anchor
CN211472486U (en) Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer
CN213897102U (en) Anti-pulling resistance block suitable for twisted steel anchor rod
CN217027070U (en) Water-stop corrosion-resistant anti-floating anchor rod
CN217676082U (en) Steel strand wires direction cap
CN113006047B (en) Assembled pre-stress underground diaphragm wall and construction method
AU2009201044A1 (en) Cable bolt

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060221

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060323

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060330

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060627

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060719

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: 20061031

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20061101

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091201

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101201

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101201

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111201

Year of fee payment: 5

LAPS Cancellation because of no payment of annual fees