JP6539890B2 - Method and apparatus for extracting buried pile - Google Patents

Method and apparatus for extracting buried pile Download PDF

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JP6539890B2
JP6539890B2 JP2016124292A JP2016124292A JP6539890B2 JP 6539890 B2 JP6539890 B2 JP 6539890B2 JP 2016124292 A JP2016124292 A JP 2016124292A JP 2016124292 A JP2016124292 A JP 2016124292A JP 6539890 B2 JP6539890 B2 JP 6539890B2
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敦雄 土屋
敦雄 土屋
貴昭 吉田
貴昭 吉田
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太洋基礎工業株式会社
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本発明は、掘削用ケーシングの下端部に設けた杭保持ワイヤーを地中の埋設杭に巻きつけ、簡単かつ確実に引き抜くことのできる埋設杭の引き抜き方法及びその装置に関するものである。   The present invention relates to a method and an apparatus for extracting a buried pile which can be easily and reliably pulled out by winding a pile holding wire provided at a lower end portion of a digging casing around a buried pile in the ground.

従来から地盤に埋設された埋設杭を引き抜くには、図8(a)(b)に示すような工法が知られていた(引用文献1)。
(1)地盤中の引き抜こうとする埋設杭10の位置を確認し、埋設杭10の周りに削孔ケーシング11を回転して先端の掘削刃12で掘削穴17を掘削し、埋設杭10と掘削穴17の内壁面との接触を切る。
(2)掘削穴17から削孔ケーシング11を引き上げて、削孔ケーシング11の下端部の一端部と他端部に所定間隔で2個ずつ形成された一端溝14と他端溝15に、図8(a)に示すようなリング状のワイヤー13を、前記一端溝14の外側を通り、削孔ケーシング11の内側から他端溝15の外側へ導き出し、前記一端溝14と他端溝15の間のワイヤー13は、点線で示すように削孔ケーシング11の内壁の引き掛け部に掛け止めして、再度削孔ケーシング11を埋設杭10の下端部まで挿入する。
(3)この状態で、ワイヤー13の他端部19を引き上げるとワイヤー13は、削孔ケーシング11の内周の引き掛け部から外れ、埋設杭10の下面部16において略平行になり、埋設杭10の下面部16を抱える状態となる。
(4)ワイヤー13に張力を与えながら削孔ケーシング11を引き上げ、埋設杭10の下面部16をワイヤー13で抱えながら引き抜く。
Conventionally, a method as shown in FIGS. 8 (a) and 8 (b) has been known to pull out a buried pile buried in the ground (cited reference 1).
(1) Check the position of the buried pile 10 to be pulled out in the ground, rotate the drilling casing 11 around the buried pile 10 and excavate the excavation hole 17 with the excavation blade 12 at the tip, and excavate the buried pile 10 and excavating Cut the contact with the inner wall surface of the hole 17.
(2) Pull up the drilling casing 11 from the drilling hole 17 and set one end groove 14 and another end groove 15 formed two at a predetermined interval on one end and the other end of the lower end of the drilling casing 11 as shown in FIG. A ring-shaped wire 13 as shown in FIG. 8 (a) is led from the inside of the drilled casing 11 to the outside of the other end groove 15 through the outside of the one end groove 14. The wire 13 between them is hooked to the hooking portion of the inner wall of the drilling casing 11 as shown by the dotted line, and the drilling casing 11 is inserted again to the lower end portion of the buried pile 10.
(3) In this state, when the other end 19 of the wire 13 is pulled up, the wire 13 is detached from the hooking portion of the inner periphery of the drilling casing 11 and becomes substantially parallel in the lower surface portion 16 of the buried pile 10 It will be in the state of holding the lower surface part 16 of ten.
(4) The drilled casing 11 is pulled up while applying tension to the wire 13, and the lower surface portion 16 of the buried pile 10 is pulled out while being held by the wire 13.

引用文献1の他の例は、図9(a)に示すように、2本のワイヤー13の交差する組により格子状に埋設杭10の下面部16を支える構成とし、それぞれの一端部18を削孔ケーシング11に固定し、他端部19を引き出して2本のワイヤー13の他端部19を同時に引き上げることで埋設杭10を引き抜く方法である。   Another example of the cited document 1 is, as shown in FIG. 9A, configured to support the lower surface portion 16 of the buried pile 10 in a grid shape by a set of two wires 13 crossing each other, and one end 18 of each is In this method, the embedded pile 10 is pulled out by fixing to the drilled casing 11, pulling out the other end 19 and simultaneously pulling up the other end 19 of the two wires 13.

さらに他の例は、図9(b)に示すように、1本のワイヤー13を用い、一端部18を固定することなく削孔ケーシング11の外側を経由してつなぐようにしたものであり、2本のワイヤー13の他端部19を同時に引き上げることで埋設杭10を引き抜く方法である。   In still another example, as shown in FIG. 9 (b), one wire 13 is used, and the one end portion 18 is not fixed and connected via the outside of the drilling casing 11, By simultaneously pulling up the other end 19 of the two wires 13, the buried pile 10 is pulled out.

特開2015-214795号公報JP, 2015-214795, A

特許文献1によれば、図8(a)(b)に示す工法では、ワイヤー13を、埋設杭10の直径より小さな幅の2本で一組の平行線とし、このワイヤー13で埋設杭10の下面部16を抱えて引き抜く方法であり、また、図9(a)(b)に示す工法では、ワイヤー13を、埋設杭10の直径より小さな幅の2本で一組の平行線とし、このワイヤー13を二組が交差するように配置して埋設杭10の下面部16を抱えて引き抜く方法である。
これらの従来の方法では、埋設杭10の下面部16を抱え込む2本で一組の平行なワイヤー13が、削孔ケーシング11の一端部から他端部まで延びており、この長さは、埋設杭10の直径より十分長い。埋設杭10の下面部16は、ワイヤー13が引掛かる引き掛け部があるわけではなく、むしろ、埋設杭10の打ち込みのためにテーパーを有しているとともに、ワイヤー13は、負荷がかかると伸びが生じるので、引抜き時にワイヤー13が下面部16から外れてしまい、引抜きができなくなる恐れがあった。平行なワイヤー13を二組が交差するように配置しても同様の問題があった。
また、埋設杭10の中心点と削孔ケーシング11の中心点は、完全に一致するように掘削穴17が削孔されるものではなく、中心に位置ずれが生じる。このような位置ずれにより2本の平行なワイヤー13に均等に負荷がかからなくなり、下面部16の抱え込みが不十分となり引抜きができなくなる恐れがあった。
According to Patent Document 1, in the method shown in FIGS. 8 (a) and 8 (b), two wires 13 having a width smaller than the diameter of the buried pile 10 are used as a pair of parallel lines. In the method shown in FIGS. 9 (a) and 9 (b), the wire 13 is made into a pair of parallel lines by two wires having a width smaller than the diameter of the buried pile 10, The wire 13 is disposed so that the two sets cross each other, and the lower surface portion 16 of the buried pile 10 is held and pulled out.
In these conventional methods, a pair of parallel wires 13 for holding the lower surface portion 16 of the buried pile 10 extends from one end of the drilling casing 11 to the other end, and this length is It is sufficiently longer than the diameter of the pile 10. The lower surface portion 16 of the buried pile 10 does not have a hook to which the wire 13 is pulled, but rather has a taper for driving the buried pile 10, and the wire 13 stretches under load As a result, the wire 13 may come off the lower surface portion 16 at the time of withdrawal, which may make it impossible to withdraw. The same problem occurs when the parallel wires 13 are arranged to cross each other.
Further, the center point of the buried pile 10 and the center point of the drill casing 11 are not drilled so that the drill holes 17 completely coincide with each other, but a positional deviation occurs at the center. Due to such positional deviation, the load is not evenly applied to the two parallel wires 13, and there is a possibility that the holding of the lower surface portion 16 is insufficient and the drawing can not be performed.

本発明は、埋設杭が断面円形のものはもちろん、断面円形の以外の形状であったり、掘削穴と埋設杭に位置ずれが生じたりしていても引抜用のワイヤーを埋設杭に確実に巻き付けて埋設杭を簡単かつ確実に引き抜くことのできる埋設杭の引き抜き方法及びその装置を提供することを目的とするものである。   In the present invention, even if the buried pile has a circular cross-section, it has a shape other than a circular cross-section, or even if the drilling hole and the buried pile are misaligned, the wire for drawing can be reliably wound around the buried pile. It is an object of the present invention to provide a method and an apparatus for pulling out a buried pile which can pull the buried pile easily and reliably.

本発明の方法は、
埋設杭20の周りに掘削用ケーシング21で掘削穴30を掘削し、前記埋設杭20に杭保持ワイヤー23の杭保持用環状部24を巻きつけて重機40により掘削用ケーシング21とともに埋設杭20を引き抜くようにした埋設杭の引き抜き方法において、
前記掘削用ケーシング21の下端部付近からこの掘削用ケーシング21の内壁面に設けたワイヤー収納凹部25に複数本の吊りワイヤー27を垂下し、この吊りワイヤー27の吊り下げリング29に少なくとも2周した前記杭保持用環状部24を支持し、この杭保持用環状部24を前記ワイヤー収納凹部25内に仮止めし、前記杭保持用環状部24の両端部の直線部43を前記掘削用ケーシング21の外周のワイヤーガイド溝32に案内して地上の引抜用クレーンなどの重機40に連結する工程と、
前記埋設杭20の周りに前記杭保持ワイヤー23を取り付けた前記掘削用ケーシング21で掘削穴30を掘削する工程と、
前記重機40で連結棒39を介して杭保持ワイヤー23を引き上げ、前記杭保持用環状部24を絞って埋設杭20に巻きつける工程と、
前記杭保持ワイヤー23による埋設杭20への巻き付け後、前記杭保持ワイヤー23を掘削用ケーシング21に固定する工程と、
前記杭保持ワイヤー23と掘削用ケーシング21の引き上げにより、埋設杭20を引き抜く工程と
からなることを特徴とする。
The method of the present invention
The excavated hole 30 is excavated by the excavating casing 21 around the embedded pile 20, and the pile holding annular portion 24 of the pile holding wire 23 is wound around the embedded pile 20, and the embedded pile 20 together with the excavated casing 21 by the heavy machine 40 In the method of pulling out the buried pile that was pulled out,
A plurality of suspension wires 27 are suspended from the vicinity of the lower end portion of the casing 21 for drilling into the wire storage recess 25 provided on the inner wall surface of the casing 21 for drilling, and at least two turns around the suspension ring 29 of the suspension wire 27 The pile holding annular portion 24 is supported, the pile holding annular portion 24 is temporarily fixed in the wire storage recess 25, and the straight portions 43 at both ends of the pile holding annular portion 24 are the casing 21 for excavating Guiding to the wire guide groove 32 on the outer periphery of and connecting it to a heavy machine 40 such as a pulling crane on the ground;
Drilling the drilling hole 30 with the drilling casing 21 in which the pile holding wire 23 is attached around the buried pile 20;
A step of pulling up the pile holding wire 23 through the connecting rod 39 with the heavy machine 40, squeezing the pile holding annular portion 24, and winding it around the buried pile 20;
After winding the pile holding wire 23 around the buried pile 20, fixing the pile holding wire 23 to the digging casing 21;
It comprises a process of pulling out the buried pile 20 by pulling up the pile holding wire 23 and the casing 21 for excavation.

吊りワイヤー27は、少なくとも3本を略等間隔で設け、杭保持ワイヤー23を絞ったとき杭保持用環状部24は、多角形を形成する。
杭保持ワイヤー23の直線部43に連結棒39を介して重機40を連結し、この連結棒39を固定手段44にて掘削用ケーシング21に固定する。
吊りワイヤー27は、上端の固定部28を掘削用ケーシング21の外側面に取り付け、下端の吊り下げリング29をワイヤー収納凹部25に設けたワイヤー吊り下げ切り欠き37からワイヤー収納凹部25内に吊り下げたことを特徴とする。
At least three hanging wires 27 are provided at substantially equal intervals, and when the pile holding wire 23 is squeezed, the pile holding annular portion 24 forms a polygon.
The heavy machine 40 is connected to the straight portion 43 of the pile holding wire 23 via the connecting rod 39, and the connecting rod 39 is fixed to the digging casing 21 by the fixing means 44.
The suspending wire 27 attaches the fixing portion 28 at the upper end to the outer surface of the casing 21 for excavation and suspends the suspending ring 29 at the lower end from the wire suspending notch 37 provided in the wire accommodating recess 25 in the wire accommodating recess 25 It is characterized by

本発明の装置は、
埋設杭20の周りに掘削用ケーシング21で掘削穴30を掘削し、前記埋設杭20に杭保持ワイヤー23を巻きつけて重機40により掘削用ケーシング21とともに埋設杭20を引き抜くようにした埋設杭の引き抜き装置において、
前記杭保持ワイヤー23は、前記埋設杭20に巻きつけるための少なくとも2周した杭保持用環状部24と、この杭保持用環状部24の両端を上向きに伸ばした直線部43とからなり、前記掘削用ケーシング21は、その下端部付近の内壁部に設けられ前記杭保持用環状部24を収納するための全周囲が内方に開口したワイヤー収納凹部25と、前記直線部43を上方へ案内するための前記掘削用ケーシング21に設けられたワイヤーガイド溝32とを有し、前記掘削用ケーシング21から垂下され、下端部に前記杭保持用環状部24を前記ワイヤー収納凹部25内で支持する吊り下げリング29を有する複数本の吊りワイヤー27を設け、前記ワイヤーガイド溝32に、前記杭保持ワイヤー23の前記埋設杭20への巻き付け位置を固定する固定手段44を設けたことを特徴とする。
The device of the present invention is
In the case of a buried pile in which the drilling hole 30 is excavated by the drilling casing 21 around the buried pile 20, the pile holding wire 23 is wound around the buried pile 20, and the buried casing 20 is pulled out together with the digging casing 21 by the heavy machine 40 In the extraction device,
The pile holding wire 23 is composed of a pile holding annular portion 24 wound at least twice for winding around the buried pile 20, and a straight portion 43 in which both ends of the pile holding annular portion 24 are extended upward, The excavating casing 21 is provided on an inner wall near the lower end thereof, and a wire accommodating recess 25 whose entire periphery is opened inward for accommodating the pile holding annular portion 24 and guiding the straight portion 43 upward And a wire guide groove 32 provided in the excavating casing 21 and suspended from the excavating casing 21 to support the pile holding annular portion 24 at the lower end portion in the wire storage recess 25. A plurality of suspension wires 27 each having a suspension ring 29 are provided, and the winding position of the pile holding wire 23 on the buried pile 20 is fixed in the wire guide groove 32. Characterized in that a securing means 44.

前記杭保持ワイヤー23の先端と重機40とをPC鋼棒39で連結し、前記固定手段44は、このPC鋼棒39に所定間隔で設けたロックナット38を前記ワイヤーガイド溝32内に締め付け固定する手段からなる。
前記ワイヤー収納凹部25は、内側が開口した断面コ字形をなし、上面に吊りワイヤー27の吊り下げリング29が垂下するワイヤー吊り下げ切り欠き37を設けたことを特徴とする。
The tip end of the pile holding wire 23 and the heavy machine 40 are connected by a PC steel rod 39, and the fixing means 44 clamps and fixes lock nuts 38 provided on the PC steel rod 39 at predetermined intervals in the wire guide groove 32. Means for
The wire storage recess 25 has a U-shaped cross section with an open inside, and is provided with a wire suspension notch 37 on the upper surface of which a suspension ring 29 of the suspension wire 27 hangs down.

前記ワイヤー収納凹部25は、外側面に所定間隔で設けた結び窓34と、この結び窓34に臨ませて前記杭保持用環状部24を保持する固定部材35を設けたことを特徴とする。   The wire storage recess 25 is characterized in that a tie window 34 provided at a predetermined interval on the outer surface, and a fixing member 35 for holding the pile holding annular portion 24 facing the tie window 34 are provided.

請求項1記載の発明によれば、
埋設杭の周りに掘削用ケーシングで掘削穴を掘削し、前記埋設杭に杭保持ワイヤーの杭保持用環状部を巻きつけて重機により掘削用ケーシングとともに埋設杭を引き抜くようにした埋設杭の引き抜き方法において、
前記掘削用ケーシングの下端部付近からこの掘削用ケーシングの内壁面に設けたワイヤー収納凹部に複数本の吊りワイヤーを垂下し、この吊りワイヤーにて少なくとも2周した前記杭保持用環状部を支持し、この杭保持用環状部を前記ワイヤー収納凹部内に仮止めし、前記杭保持用環状部の両端部の直線部を前記掘削用ケーシングの外周のワイヤーガイド溝に案内して地上の重機に連結する工程と、
前記埋設杭の周りに前記杭保持ワイヤーを取り付けた前記掘削用ケーシングで掘削穴を掘削する工程と、
前記重機で連結棒を介して杭保持ワイヤーを引き上げ、前記杭保持用環状部を絞って埋設杭に巻きつける工程と、
前記杭保持ワイヤーによる埋設杭への巻き付け後、前記杭保持ワイヤーを掘削用ケーシングに固定する工程と、
前記杭保持ワイヤーと掘削用ケーシングの引き上げにより、埋設杭を引き抜く工程と
からなるので、次の効果を有する。
・掘削用ケーシングのワイヤー収納凹部に杭保持ワイヤーを仮止めして掘削穴を埋設杭の周りに掘削するので、掘削穴の掘削と杭保持ワイヤーの杭先までの送り込みを同時に行うことができる。
・杭保持ワイヤーによる埋設杭への巻き付け後、杭保持ワイヤーを掘削用ケーシングに固定するので、掘削用ケーシングと埋設杭の引抜きを同時に行うことができる。
・垂下した複数本の吊りワイヤーで杭保持用環状部を支持し、杭保持用環状部の両端部を掘削用ケーシングのワイヤーガイド溝に案内して地上の重機で引き上げるようにしたので、杭保持用環状部は、掘削用ケーシングと埋設杭に位置ずれがあっても確実に埋設杭に巻きつけることができる。
・杭保持用環状部が複数本の吊りワイヤーで支持されているので、埋設杭の引き上げ時に杭保持用環状部が確実に巻きつけ状態を保持しており、杭保持ワイヤーが埋設杭から外れる恐れがない。
・掘削刃で地盤を掘削しているときに掘削刃とワイヤーとの間に土石が挟まることがないので、掘削の際に地盤を泥水でドロドロにしなくても確実にワイヤー収納部から外れて埋設杭に巻きつけることができる。
According to the invention of claim 1,
An excavating hole is excavated by an excavating casing around an embedding pile, and a pile holding ring of a pile holding wire is wound around the embedding pile, and the excavating pile is pulled out together with the excavation casing by a heavy machine. In
A plurality of suspension wires are suspended from the vicinity of the lower end portion of the casing for excavation to a wire storage recess provided on the inner wall surface of the casing for excavation, and the ring holding portion for piles held at least twice by the suspension wire is supported The pile holding annular portion is temporarily fixed in the wire storage concave portion, and the straight portions at both ends of the pile holding annular portion are guided to the wire guide groove of the outer periphery of the digging casing and connected to a heavy equipment on the ground The process to
Drilling a drilling hole in the drilling casing in which the pile holding wire is attached around the buried pile;
Pulling up the pile holding wire via the connecting rod with the heavy machine, squeezing the pile holding annular portion, and winding it around a buried pile;
Fixing the pile holding wire to a digging casing after winding the pile holding wire to a buried pile;
Since the process of pulling out the buried pile by pulling up the pile holding wire and the casing for excavation is performed, the following effects are obtained.
-Since the pile holding wire is temporarily fixed to the wire storage recess of the casing for drilling and the drilling hole is drilled around the buried pile, drilling of the drilling hole and feeding to the pile tip of the pile holding wire can be performed simultaneously.
-Since the pile holding wire is fixed to the digging casing after being wound around the buried pile by the pile holding wire, the digging casing and the buried pile can be pulled out simultaneously.
-The pile holding ring portion is supported by a plurality of hanging wires suspended, and both ends of the pile holding ring portion are guided to the wire guide grooves of the digging casing and pulled up by heavy equipment on the ground, so pile holding The annular part can be reliably wound around the buried pile even if the drilling casing and the buried pile are misaligned.
-Since the pile holding annular part is supported by a plurality of suspension wires, the pile holding annular part reliably holds the wound state when pulling up the buried pile, and the pile holding wire may be detached from the buried pile There is no
-Since earth and sand do not get caught between the drilling blade and the wire when drilling the ground with the drilling blade, the ground is surely removed from the wire storage and buried even if the ground is not muddy with drilling water It can be wound around a pile.

請求項2記載の発明によれば、
吊りワイヤーは、少なくとも3本を略等間隔で設け、杭保持ワイヤーを絞ったとき杭保持用環状部は、多角形を形成するようにしたので、埋設杭の下端部を確実に抱え込み保持することができる。
According to the invention of claim 2,
Since at least three hanging wires are provided at substantially equal intervals, and the pile holding ring portion forms a polygon when the pile holding wire is squeezed, holding and holding the lower end portion of the buried pile securely Can.

請求項3記載の発明によれば、
杭保持ワイヤーの直線部に連結棒を介して重機を連結し、この連結棒を固定手段にて掘削用ケーシングに固定するようにしたので、掘削用ケーシングと杭保持ワイヤーが一体的に固定され、引き上げ時に杭保持ワイヤーが緩むことはない。
According to the invention of claim 3,
The heavy machine is connected to the straight portion of the pile holding wire via the connecting rod, and the connecting rod is fixed to the casing for excavation by the fixing means. Therefore, the casing for excavation and the pile holding wire are integrally fixed, The pile holding wire does not loosen when pulling up.

請求項4記載の発明によれば、
吊りワイヤーは、上端の固定部を掘削用ケーシングの外側面に取り付け、下端の吊り下げリングをワイヤー収納凹部に設けたワイヤー吊り下げ切り欠きからワイヤー収納凹部内に吊り下げたので、杭保持用環状部は、略中心に向かって絞り込まれ、杭の断面形状にかかわりなく巻きつき保持できる。
According to the invention of claim 4,
The hanging wire has the fixing portion at the upper end attached to the outer surface of the casing for digging, and the hanging ring at the lower end is suspended from the wire suspension notch provided in the wire storage recess into the wire storage recess. The part is narrowed toward the approximate center, and can be wound and held regardless of the cross-sectional shape of the pile.

請求項5記載の発明によれば、
埋設杭の周りに掘削穴を掘削する掘削用ケーシングと、前記埋設杭に巻きつけて連結された重機により掘削用ケーシングとともに埋設杭を引き抜くための杭保持ワイヤーとを具備した埋設杭の引き抜き装置において、
前記杭保持ワイヤーは、前記埋設杭に巻きつけるための少なくとも2周した杭保持用環状部と、この杭保持用環状部の両端を上向きに伸ばした直線部とからなり、前記掘削用ケーシングは、下端部付近の内壁部に設けられ前記杭保持用環状部を収納するための全周囲が内方に開口したワイヤー収納凹部と、前記直線部を上方へ案内するための前記掘削用ケーシングに設けられたワイヤーガイド溝とを有し、前記掘削用ケーシングから垂下され、下端部に前記杭保持用環状部を前記ワイヤー収納凹部内で支持する複数本の吊りワイヤーを設け、前記ワイヤーガイド溝に、前記杭保持ワイヤーの前記埋設杭への巻き付け位置を固定する固定手段を設けたので、掘削用ケーシングの下端部にワイヤー収納凹部を、側面にワイヤーガイド溝を形成し、掘削用ケーシングの下端部に複数本の吊りワイヤーを設けるなどの簡単な構造の埋設杭の引き抜き装置を得ることができる。
According to the invention of claim 5,
In an extraction device for an buried pile comprising a drilling casing for drilling a drilling hole around a buried pile and a pile holding wire for pulling out the buried pile together with the drilling casing by a heavy machine wound around and connected to the buried pile ,
The pile holding wire comprises a pile holding ring portion which is at least two turns for winding around the buried pile, and a straight portion in which both ends of the pile holding ring portion are extended upward, and the digging casing is A wire storage recess is provided on the inner wall near the lower end and the entire periphery for storing the pile holding annular portion is opened inward, and the drilling casing for guiding the straight portion upward And a plurality of suspension wires suspended from the casing for excavation and supporting the pile holding annular portion in the wire storage recess at the lower end portion, and the wire guide groove is provided with the wire guide grooves. Since the fixing means for fixing the winding position of the pile holding wire to the buried pile is provided, a wire storage recess is formed in the lower end portion of the casing for drilling, and a wire guide groove is formed in the side, It can be the lower end of the cutting casing obtain withdrawal device buried piles of simple structure, such as providing a plurality of suspension wires.

請求項6記載の発明によれば、
前記杭保持ワイヤーの先端と重機とをPC鋼棒で連結し、前記固定手段は、このPC鋼棒に所定間隔で設けたロックナットを前記ワイヤーガイド溝内に締め付け固定する手段からなるので、杭保持ワイヤーで埋設杭を巻きつけた後の杭保持ワイヤーの掘削用ケーシングへの固定が確実に固定できる。
According to the invention of claim 6,
The tip of the pile holding wire is connected to a heavy machine with a PC steel rod, and the fixing means is a means for clamping and fixing a lock nut provided at a predetermined distance on the PC steel rod in the wire guide groove. Fixation of the pile holding wire to the digging casing after winding the buried pile with the holding wire can be securely fixed.

請求項7記載の発明によれば、
前記ワイヤー収納凹部は、内側が開口した断面コ字形をなし、上面に吊りワイヤーの吊り下げリングが垂下するワイヤー吊り下げ切り欠きを設けたので、掘削用ケーシングによる掘削穴の掘削がほとんど支障なくできる。
According to the invention of claim 7,
The wire storage recess has a U-shaped cross section with an open inside, and a wire hanging notch on which the hanging ring of the hanging wire hangs down is provided on the upper surface, so that drilling of the drilling hole by the drilling casing can be performed without any problem .

請求項8記載の発明によれば、
前記ワイヤー収納凹部は、外側面に所定間隔で設けた結び窓と、この結び窓に臨ませて前記杭保持用環状部を保持する固定部材を設けたので、ワイヤー収納凹部への杭保持用環状部の仮保持作業が容易である。
According to the eighth aspect of the invention,
The wire storage recess is provided with a tie window provided at a predetermined interval on the outer surface, and a fixing member for holding the pile holding annular portion facing the tie window, so the ring retention ring to the wire storage recess is formed. Temporary holding work of the department is easy.

本発明による埋設杭の引き抜き方法及びその装置の実施例1を示すもので、(a)は、掘削用ケーシング21の先端部の縦断面図、(b)は、杭保持ワイヤー23の斜視図である。The Example 1 of the extraction method of the buried pile by this invention and its apparatus is shown, (a) is a longitudinal cross-sectional view of the front-end | tip part of the casing 21 for digging, (b) is a perspective view of the pile holding wire 23. is there. 図1(a)におけるA−A線断面図である。It is the sectional view on the AA line in FIG. 1 (a). 図1(a)におけるB−B線断面図である。It is the BB sectional drawing in FIG. 1 (a). 本発明による埋設杭の引き抜き方法及びその装置を示すもので、(a)は、杭保持ワイヤー23の杭保持用環状部24を絞り込んで埋設杭20の杭先端部26に巻きつけた状態の一部切り欠いた正面図、(b)は、(a)のC−C線断面図である。The drawing method and the apparatus of the buried pile by this invention are shown, (a) is a state in which the annular portion 24 for holding a pile holding wire 23 is narrowed and wound around the pile tip end 26 of the buried pile 20 The front view which carried out partial notch cutting off, (b) is the CC sectional view taken on the line of (a). (a)は、本発明による埋設杭の引き抜き方法及びその装置の実施例2を示す吊りワイヤー27が4本の例を示す底面図、(b)は、本発明による埋設杭の引き抜き方法及びその装置の実施例3を示す吊りワイヤー27が2本の例を示す底面図である。(A) is a bottom view showing an example of four hanging wires 27 showing a second embodiment of the method and apparatus for pulling out a buried pile according to the present invention; (b) is a method for pulling a buried pile according to the present invention It is a bottom view which shows the example of the suspension wire 27 which shows Example 3 of an apparatus two. 本発明による埋設杭の引き抜き方法及びその装置を示すもので、(a)は、角柱状の埋設杭20に杭保持ワイヤー23の杭保持用環状部24を巻きつけて引き抜く例を示す底面図、(b)は、掘削用ケーシング21の中心点O1と円柱状の埋設杭20の中心点O2が位置ずれ状態で埋設杭20を杭保持ワイヤー23の杭保持用環状部24で巻きつけて引き抜く例を示す底面図である。The drawing method and the device of the buried pile by the present invention are shown, and (a) is a bottom view showing an example in which the pile holding annular portion 24 of the pile holding wire 23 is wound around the square pillar buried pile 20; In (b), the center point O1 of the casing 21 for excavation and the center point O2 of the cylindrical buried pile 20 are misaligned, and the buried pile 20 is wound around the pile holding annular portion 24 of the pile holding wire 23 and pulled out. It is a bottom view which shows. 本発明による埋設杭の引き抜き方法及びその装置の動作説明図で、(a)は、埋設杭10の周りの削孔工程図、(b)は、杭保持ワイヤー23の下端部の杭保持用環状部24を絞り込む工程図、(c)は、杭保持用環状部24を埋設杭20に巻きつけて杭保持ワイヤー23を掘削用ケーシング21に固定する工程図、(d)は、掘削用ケーシング21の引き上げで埋設杭20を引き抜く工程図である。It is operation explanatory drawing of the extraction method of the buried pile by this invention, and its apparatus, (a) is a drilling process figure around the buried pile 10, (b) is an annulus for pile holding of the lower end part of pile holding wire 23 (C) is a process drawing for narrowing the pile holding annular part 24 around the buried pile 20 to fix the pile holding wire 23 to the digging casing 21; (d) is a digging casing 21 It is the process drawing of pulling out the underground pile 20 by pulling up. 特許文献1に記載の従来の埋設杭の引き抜き装置を示すもので、(a)は、ケーシング11の先端の底面図、(b)は、(a)の断面図である。The drawing apparatus of the conventional buried stake of patent document 1 is shown, (a) is a bottom view of the front-end | tip of the casing 11, (b) is sectional drawing of (a). 特許文献1に記載の従来の埋設杭の引き抜き装置の他の例を示すもので、(a)は、2本のワイヤー13を用いた先端の底面図、(b)は、1本のワイヤー13を用いた他の例の底面図である。The other example of the extraction apparatus of the conventional buried pile of patent document 1 is shown, (a) is a bottom view of the tip using two wires 13, (b) is one wire 13 It is a bottom view of another example using.

本発明による埋設杭の引き抜き方法は、
埋設杭20の周りに掘削用ケーシング21で掘削穴30を掘削し、前記埋設杭20に杭保持ワイヤー23の杭保持用環状部24を巻きつけて重機40により掘削用ケーシング21とともに埋設杭20を引き抜くようにした方法において、
前記掘削用ケーシング21の下端部付近からこの掘削用ケーシング21の内壁面に設けたワイヤー収納凹部25に複数本の吊りワイヤー27を垂下し、この吊りワイヤー27の吊り下げリング29に少なくとも2周した前記杭保持用環状部24を支持し、この杭保持用環状部24を前記ワイヤー収納凹部25内に仮止めし、前記杭保持用環状部24の両端部の直線部43を前記掘削用ケーシング21の外周のワイヤーガイド溝32に案内して地上の引抜用クレーンなどの重機40に連結する工程と、
前記埋設杭20の周りに前記杭保持ワイヤー23を取り付けた前記掘削用ケーシング21で掘削穴30を掘削する工程と、
前記重機40で連結棒39を介して杭保持ワイヤー23を引き上げ、前記杭保持用環状部24を絞って埋設杭20に巻きつける工程と、
前記杭保持ワイヤー23による埋設杭20への巻き付け後、前記杭保持ワイヤー23を掘削用ケーシング21に固定する工程と、
前記杭保持ワイヤー23と掘削用ケーシング21の引き上げにより、埋設杭20を引き抜く工程と
からなる。
The extraction method of the buried pile according to the present invention is
The excavated hole 30 is excavated by the excavating casing 21 around the embedded pile 20, and the pile holding annular portion 24 of the pile holding wire 23 is wound around the embedded pile 20, and the embedded pile 20 together with the excavated casing 21 by the heavy machine 40 In the way it was pulled out,
A plurality of suspension wires 27 are suspended from the vicinity of the lower end portion of the casing 21 for drilling into the wire storage recess 25 provided on the inner wall surface of the casing 21 for drilling, and at least two turns around the suspension ring 29 of the suspension wire 27 The pile holding annular portion 24 is supported, the pile holding annular portion 24 is temporarily fixed in the wire storage recess 25, and the straight portions 43 at both ends of the pile holding annular portion 24 are the casing 21 for excavating Guiding to the wire guide groove 32 on the outer periphery of and connecting it to a heavy machine 40 such as a pulling crane on the ground;
Drilling the drilling hole 30 with the drilling casing 21 in which the pile holding wire 23 is attached around the buried pile 20;
A step of pulling up the pile holding wire 23 through the connecting rod 39 with the heavy machine 40, squeezing the pile holding annular portion 24, and winding it around the buried pile 20;
After winding the pile holding wire 23 around the buried pile 20, fixing the pile holding wire 23 to the digging casing 21;
And a step of pulling out the buried pile 20 by pulling up the pile holding wire 23 and the casing 21 for excavation.

前記吊りワイヤー27は、少なくとも3本を略等間隔で設け、杭保持ワイヤー23を絞ったとき杭保持用環状部24は、多角形を形成するようにする。
前記杭保持ワイヤー23の直線部43に連結棒39を介して重機40を連結し、この連結棒39を固定手段44にて掘削用ケーシング21に固定する。
前記吊りワイヤー27は、上端の固定部28を掘削用ケーシング21の外側面に取り付け、下端の吊り下げリング29をワイヤー収納凹部25に設けたワイヤー吊り下げ切り欠き37からワイヤー収納凹部25内に吊り下げる。
At least three of the hanging wires 27 are provided at substantially equal intervals, and when the pile holding wire 23 is squeezed, the pile holding annular portion 24 forms a polygon.
The heavy machine 40 is connected to the straight portion 43 of the pile holding wire 23 via the connection rod 39, and the connection rod 39 is fixed to the digging casing 21 by the fixing means 44.
The suspending wire 27 attaches the fixing portion 28 at the upper end to the outer surface of the casing 21 for digging and suspends the hanging ring 29 at the lower end from the wire suspending notch 37 provided in the wire storing recess 25 into the wire storing recess 25. Lower.

本発明による埋設杭の引き抜き装置は、
埋設杭20の周りに掘削用ケーシング21で掘削穴30を掘削し、前記埋設杭20に杭保持ワイヤー23を巻きつけて重機40により掘削用ケーシング21とともに埋設杭20を引き抜くようにした装置において、
前記杭保持ワイヤー23は、前記埋設杭20に巻きつけるための少なくとも2周した杭保持用環状部24と、この杭保持用環状部24の両端を上向きに伸ばした直線部43とからなり、前記掘削用ケーシング21は、その下端部付近の内壁部に設けられ前記杭保持用環状部24を収納するための全周囲が内方に開口したワイヤー収納凹部25と、前記直線部43を上方へ案内するための前記掘削用ケーシング21に設けられたワイヤーガイド溝32とを有し、前記掘削用ケーシング21から垂下され、下端部に前記杭保持用環状部24を前記ワイヤー収納凹部25内で支持する吊り下げリング29を有する複数本の吊りワイヤー27を設け、前記ワイヤーガイド溝32に、前記杭保持ワイヤー23の前記埋設杭20への巻き付け位置を固定する固定手段44を設ける。
The extraction device for buried pile according to the present invention is
In an apparatus in which the drilling hole 30 is excavated by the drilling casing 21 around the buried pile 20 and the pile holding wire 23 is wound around the buried pile 20 so that the digging pile 21 is pulled out together with the digging casing 21 by the heavy machine 40
The pile holding wire 23 is composed of a pile holding annular portion 24 wound at least twice for winding around the buried pile 20, and a straight portion 43 in which both ends of the pile holding annular portion 24 are extended upward, The excavating casing 21 is provided on an inner wall near the lower end thereof, and a wire accommodating recess 25 whose entire periphery is opened inward for accommodating the pile holding annular portion 24 and guiding the straight portion 43 upward And a wire guide groove 32 provided in the excavating casing 21 and suspended from the excavating casing 21 to support the pile holding annular portion 24 at the lower end portion in the wire storage recess 25. A plurality of suspension wires 27 each having a suspension ring 29 are provided, and the winding position of the pile holding wire 23 on the buried pile 20 is fixed in the wire guide groove 32. Providing a securing means 44.

前記杭保持ワイヤー23の先端と重機40とをPC鋼棒39で連結し、前記固定手段44は、このPC鋼棒39に所定間隔で設けたロックナット38を前記ワイヤーガイド溝32内に締め付け固定する手段からなる。
前記ワイヤー収納凹部25は、内側が開口した断面コ字形をなし、上面に吊りワイヤー27の吊り下げリング29が垂下するワイヤー吊り下げ切り欠き37を設ける。
前記ワイヤー収納凹部25は、外側面に所定間隔で設けた結び窓34と、この結び窓34に臨ませて前記杭保持用環状部24を保持する固定部材35を設ける。
The tip end of the pile holding wire 23 and the heavy machine 40 are connected by a PC steel rod 39, and the fixing means 44 clamps and fixes lock nuts 38 provided on the PC steel rod 39 at predetermined intervals in the wire guide groove 32. Means for
The wire storage recess 25 has a U-shaped cross section with an open inside, and has a wire hanging notch 37 on the upper surface of which a hanging ring 29 of the hanging wire 27 hangs down.
The wire storage recess 25 is provided with a tie window 34 provided on the outer side surface at a predetermined interval, and a fixing member 35 for holding the pile holding annular portion 24 facing the tie window 34.

以下、本発明による埋設杭の引き抜き方法及びその装置の実施例1を図1ないし図3に基づき説明する。
埋設杭20は、地中に埋設され、本発明による埋設杭の引き抜き方法及びその装置により引き抜こうとするものであり、円柱状、円筒状などの外形が断面円形なものが多い。実施例1では、断面円形のものを例示しているが、断面円形なものに限られず、角柱状、矢板状などもあり、本発明は、断面形状にかかわりなく利用可能である。
符号21は、前記埋設杭20を引き抜くために、この埋設杭20の周りに掘削穴30を掘削するための掘削用ケーシングである。この掘削用ケーシング21は、埋設杭20が直径300mm程度までであれば、直径700mm、長さ1000mm、肉厚9mm程度の金属製円筒体42を主体とし、下端部に掘削刃22を設けたものからなり、この円筒体42は、埋設杭20の長さに応じて順次連結される。
Hereinafter, a first embodiment of the method and apparatus for extracting a buried pile according to the present invention will be described based on FIGS. 1 to 3.
The buried pile 20 is buried in the ground and is intended to be pulled out by the method and device for pulling out the buried pile according to the present invention, and the external shape of the cylindrical shape, cylindrical shape, etc. is often circular in cross section. The first embodiment exemplifies a circular cross section, but the present invention is not limited to the circular cross section, and may have a prismatic shape, a sheet shape, etc., and the present invention can be used regardless of the cross sectional shape.
The reference numeral 21 denotes a drilling casing for drilling a drilling hole 30 around the buried pile 20 in order to pull out the buried pile 20. This excavating casing 21 mainly comprises a metal cylindrical body 42 having a diameter of 700 mm, a length of 1000 mm, and a thickness of about 9 mm if the buried pile 20 has a diameter of about 300 mm, and a digging blade 22 is provided at the lower end. The cylindrical bodies 42 are sequentially connected according to the length of the buried stake 20.

前記掘削用ケーシング21の下端部付近には、前記掘削刃22の取り付け位置のやや上方に位置して杭保持ワイヤー23の杭保持用環状部24を収納するため内側が開口した断面コ字形のワイヤー収納凹部25が外方に膨出し、かつ、全周囲に連続した空間を持って設けられている。このワイヤー収納凹部25の外周壁面には、所定間隔で結び窓34が開口し、この結び窓34に臨ませた内部には、前記杭保持用環状部24を仮固定するための番線などの仮保持材33を結びつける固定部材35が設けられている。   In the vicinity of the lower end portion of the excavating casing 21, a wire having a U-shaped cross section whose inside is opened to accommodate the pile holding annular portion 24 of the pile holding wire 23 while being located slightly above the attachment position of the digging blade 22 The storage recess 25 bulges outward and is provided with a continuous space around the entire periphery. A tie window 34 is opened at a predetermined interval on the outer peripheral wall surface of the wire storage recess 25, and a temporary wire such as a number line for temporarily fixing the pile holding annular portion 24 is provided inside the tie window 34. A fixing member 35 for connecting the holding member 33 is provided.

前記掘削用ケーシング21の円筒体42の外側面には、縦方向にワイヤーガイド溝32が形成され、このワイヤーガイド溝32の下端部にワイヤー引き上げ切り欠き36が前記ワイヤー収納凹部25に連通して設けられている。前記杭保持ワイヤー23は、図1(b)に示すように、一端部23aから少なくとも2周して他端部23bに至るような円形の杭保持用環状部24を有する。この杭保持用環状部24の径は、前記ワイヤー収納凹部25内に収納される大きさとする。前記一端部23aと他端部23bは、前記ワイヤー引き上げ切り欠き36を経て上に伸びた直線部43に連続し、この直線部43の上端部が連結リング38を介してPC鋼棒などの連結棒39に連結され、この連結棒39は、後述するクレーンなどの重機40に連結される。この連結棒39の途中には、所定間隔で複数個のPCロックナットなどの固定手段44が設けられている。   A wire guide groove 32 is formed in the vertical direction on the outer surface of the cylindrical body 42 of the drilling casing 21, and a wire pull-out notch 36 communicates with the wire storage recess 25 at the lower end of the wire guide groove 32. It is provided. As shown in FIG. 1 (b), the pile holding wire 23 has a circular pile holding annular portion 24 that extends at least twice from one end 23a to reach the other end 23b. The diameter of the pile holding annular portion 24 is set to be stored in the wire storage recess 25. The one end portion 23a and the other end portion 23b are continuous with the straight portion 43 extending upward through the wire pull-out notch 36, and the upper end portion of the straight portion 43 is connected via a connection ring 38 such as PC steel rod The connection rod 39 is connected to a heavy machine 40 such as a crane described later. In the middle of the connecting rod 39, fixing means 44 such as a plurality of PC lock nuts are provided at predetermined intervals.

前記杭保持用環状部24は、所定間隔で配置された複数本の吊りワイヤー27で吊り下げられる。それぞれの吊りワイヤー27は、上端部が前記円筒体42の外壁部分に固定部28で固定され、下端部に設けられた吊り下げリング29に前記杭保持用環状部24を通して支持している。このように形成された杭保持ワイヤー23の杭保持用環状部24は、前記ワイヤー収納凹部25の内側から収納され、この杭保持用環状部24部分が掘削用ケーシング21の内方に突出しないように複数個所の仮保持材33によって固定部材35に仮止めされる。仮止めされている状態では、杭保持用環状部24は、円筒体42の内側に飛び出さないので、掘削用ケーシング21による掘削穴30の掘削に支障をきたすことがない。   The pile holding annular portion 24 is suspended by a plurality of suspension wires 27 arranged at predetermined intervals. An upper end portion of each of the suspension wires 27 is fixed to an outer wall portion of the cylindrical body 42 by a fixing portion 28, and is supported through a pile holding annular portion 24 on a suspension ring 29 provided at a lower end portion. The pile holding annular portion 24 of the pile holding wire 23 formed in this manner is stored from the inside of the wire storage recess 25 so that the pile holding annular portion 24 does not protrude inward of the digging casing 21. Is temporarily fixed to the fixing member 35 by temporary holding members 33 at a plurality of places. In the temporarily fixed state, the pile holding annular portion 24 does not protrude to the inside of the cylindrical body 42, and therefore, the digging of the digging hole 30 by the digging casing 21 is not disturbed.

前記吊りワイヤー27と固定部28は、円筒体42の外側で保護カバー31と保護枠41により囲まれて掘削用ケーシング21による掘削穴30の掘削時の土砂から保護されている。この吊り下げリング29は、前記ワイヤー収納凹部25の上面と円筒体42の側面に連続して形成されたワイヤー吊り下げ切り欠き37からワイヤー収納凹部25内に垂下し、杭保持ワイヤー23の杭保持用環状部24を保持するとともに、前記杭保持用環状部24が直線部43の引き上げ力で絞られたとき仮保持材33が切断し、吊りワイヤー27が中心に向かって引き寄せられる。   The suspending wire 27 and the fixing portion 28 are surrounded by the protective cover 31 and the protective frame 41 on the outside of the cylindrical body 42 and are protected from soil during digging of the digging hole 30 by the digging casing 21. The suspension ring 29 is suspended from the wire suspension notch 37 continuously formed on the upper surface of the wire storage recess 25 and the side surface of the cylindrical body 42 into the wire storage recess 25 to hold the pile holding wire 23 in piles. While holding the annular portion 24, when the pile holding annular portion 24 is squeezed by the pulling force of the linear portion 43, the temporary holding member 33 is cut, and the suspension wire 27 is drawn toward the center.

図1(b)、図2、図3及び図4(b)では、吊りワイヤー27は、120度の間隔で3本設けて杭保持ワイヤー23の杭保持用環状部24を吊り下げ保持した例を示したが、図5(a)に示すように、4本の吊りワイヤー27を90度の間隔で設けて杭保持ワイヤー23の杭保持用環状部24を吊り下げるようにしてもよく、また、5本以上設けてもよい。ただし、この吊りワイヤー27の本数は、多すぎると、埋設杭20の引抜きの際に、掘削用ケーシング21と埋設杭20の間の土砂が抵抗になるので、埋設杭20を確実に保持できる範囲内で本数を少なくすることが望ましい。
前記杭保持ワイヤー23の杭保持用環状部24を埋設杭20の下に位置させて、この杭保持用環状部24を埋設杭20の径により小さく絞り込んでから杭保持用環状部24で埋設杭20の下端部を抱え込むような場合には、杭保持用環状部24が3角形、4角形などの多角形を有することが望ましいので、吊り下げる本数は、3本以上とすることが望ましい。
しかし、杭保持用環状部24がワイヤー収納凹部25内に収納された状態で埋設杭20の側部に位置させて巻きつけるようにする場合には、図5(a)に示すように、2本の吊りワイヤー27を180度の等間隔で設けてもよい。
In FIG. 1 (b), FIG. 2, FIG. 3 and FIG. 4 (b), the example which provided three suspension wires 27 at intervals of 120 degrees, and suspended and held the pile holding annular part 24 of the pile holding wire 23. However, as shown in FIG. 5A, four suspension wires 27 may be provided at an interval of 90 degrees to suspend the pile holding annular portion 24 of the pile holding wire 23, or , 5 or more may be provided. However, if the number of the hanging wires 27 is too large, the earth and sand between the drilling casing 21 and the buried pile 20 become a resistance when pulling out the buried pile 20, so that the range where the buried pile 20 can be held reliably It is desirable to reduce the number within.
The pile holding annular portion 24 of the pile holding wire 23 is positioned below the buried pile 20, and the pile holding annular portion 24 is narrowed by the diameter of the buried pile 20, and then the pile holding annular portion 24 is buried. In the case where the lower end portion of 20 is to be held, it is desirable that the pile holding annular portion 24 have a polygonal shape such as a triangle or a quadrilateral, so the number of suspension is desirably three or more.
However, as shown in FIG. 5A, when the pile holding annular portion 24 is positioned on the side of the buried pile 20 and wound in a state where the pile holding annular portion 24 is stored in the wire storage recess 25, 2. The hanging wires 27 may be provided at equal intervals of 180 degrees.

以上のような構成による作用を図7に基づき説明する。なお、図7では、吊りワイヤー27は、4本で吊り下げている例を示している。
図7(a)
地盤に埋設された埋設杭20の位置を確認し、この埋設杭20の周りを掘削用ケーシング21の回転により掘削刃22で掘削穴30を掘削開始するが、掘削穴30の掘削に先立ち、図1(a)(b)のように、掘削用ケーシング21の先端部付近の外面から垂下した複数本のそれぞれの吊りワイヤー27の吊り下げリング29に、杭保持ワイヤー23を順次少なくとも2周するように通してワイヤー収納凹部25の内側に収納される程度の大きさの杭保持用環状部24を形成し、これをワイヤー収納凹部25の内側から収納し、結び窓34から仮保持材33を差込み固定部材35に杭保持用環状部24を仮止めし、円筒体42の内側に飛び出さないようにする。また、杭保持用環状部24の一端部23aと他端部23bの上方の直線部43は、ワイヤー引き上げ切り欠き36からワイヤーガイド溝32に沿わせ、連結リング38でPC鋼棒などの連結棒39と連結する。
このようにして杭保持ワイヤー23を収納した掘削用ケーシング21により埋設杭20の先端部まで掘削する。掘削時には、掘削用ケーシング21の円筒部35の内側又は外側に沿わせたホースで先端から水等を噴射するようにしてもよい。
The operation of the above configuration will be described based on FIG. In addition, in FIG. 7, the example in which the suspension wire 27 is suspended by four is shown.
Figure 7 (a)
The position of the buried pile 20 buried in the ground is confirmed, and drilling of the drilling hole 30 is started by the drilling blade 22 by the rotation of the casing 21 around the buried pile 20, but prior to the drilling of the drilling hole 30, 1 (a) and (b), at least two turns of the pile holding wire 23 sequentially on the suspension rings 29 of the plurality of suspension wires 27 suspended from the outer surface near the tip of the drilling casing 21 The pile holding annular portion 24 having a size enough to be stored inside the wire storage recess 25 is formed and stored from the inside of the wire storage recess 25, and the temporary holding member 33 is inserted from the tie window 34. The pile holding annular portion 24 is temporarily fixed to the fixing member 35 so as not to protrude to the inside of the cylindrical body 42. The straight portion 43 above the one end 23a and the other end 23b of the pile holding annular portion 24 is along the wire guide groove 32 from the wire pull-out notch 36, and the connection ring 38 is connected to a connecting rod such as PC steel rod Connect with 39.
Thus, the tip of the buried pile 20 is excavated by the excavating casing 21 in which the pile holding wire 23 is stored. At the time of excavation, water or the like may be jetted from the tip with a hose along the inside or the outside of the cylindrical portion 35 of the casing 21 for excavation.

図7(b)
掘削用ケーシング21のワイヤー収納凹部25の位置が埋設杭20の先端部の杭先端部26よりやや下まで来たら、杭保持ワイヤー23の直線部43を、PC鋼棒などの連結棒39を介して上端のクレーン等の重機34にて引き上げる。この杭保持ワイヤー23は、例えば、20tonでも耐えることのできるものを使用し、仮保持材33は、500kg程度で切断できる番線などで仮保持しておくことにより、杭保持ワイヤー23を重機34で引き上げると、仮保持材33が切断され、複数本の吊りワイヤー27の中間部分がワイヤー吊り下げ切り欠き37でそれぞれ中心方向に引き込まれて円形の杭保持用環状部24が埋設杭20の直径より縮小された多角形となる。図示例では、4本の吊りワイヤー27を用いているので、略4角形の杭保持用環状部24となる。
なお、図7(a)の工程で杭保持用環状部24を埋設杭20の側面部に位置させることにより、図7(b)の工程で埋設杭20の外周に巻きつくようにしてもよく、その例は、後述する。
Fig. 7 (b)
When the position of the wire storage recess 25 of the drilling casing 21 reaches a position slightly lower than the pile tip 26 of the tip of the buried pile 20, the straight portion 43 of the pile holding wire 23 is connected via a connecting rod 39 such as a PC steel rod. And lift it with a heavy machine 34 such as a crane at the upper end. The pile holding wire 23 is, for example, one that can withstand 20 tons, and the temporary holding material 33 is temporarily held by a wire that can be cut by about 500 kg, so that the pile holding wire 23 is heavy machine 34 When pulled up, the temporary holding member 33 is cut, and the middle portions of the plurality of suspension wires 27 are respectively drawn toward the center by the wire suspension cutouts 37, and the circular pile holding annular portion 24 is larger than the diameter of the buried pile 20. It becomes a reduced polygon. In the example of illustration, since four suspension wires 27 are used, it becomes an annular part 24 for pile holding of a substantially quadrangle.
By positioning the pile holding annular portion 24 on the side surface of the buried pile 20 in the process of FIG. 7A, it may be wound around the outer periphery of the buried pile 20 in the process of FIG. 7B. , The example will be described later.

図7(c)
杭保持用環状部24が絞られた状態で、掘削用ケーシング21を杭保持ワイヤー23とともに引き上げると、図4(a)(b)に示すように、埋設杭20より縮小された多角形の杭保持用環状部24が円錐形の杭先端部26に巻きついて抱え込む。杭保持ワイヤー23の杭保持用環状部24で杭先端部26を強く巻きつけるようにクレーンなどの重機40で引っ張り荷重を掛けた状態で、杭保持ワイヤー23に連結したPC鋼棒などの連結棒39をPCロックナットなどの固定手段44の締め付けで掘削用ケーシング21のワイヤーガイド溝32に固定する。PCロックナットなどの固定手段44は、掘削用ケーシング21が地上に突出した位置で締め付けて固定できるように、連結棒39には、所定間隔で複数個設けておくことが望ましい。
Fig. 7 (c)
When the digging casing 21 is pulled up with the pile holding wire 23 in a state in which the pile holding annular portion 24 is squeezed, as shown in FIGS. 4 (a) and 4 (b), a polygonal pile reduced from the buried pile 20. The holding annular portion 24 is wound around and held by the conical pile tip portion 26. Connecting rod such as PC steel rod connected to the pile holding wire 23 in a state where a tensile load is applied by a heavy machine 40 such as a crane so that the pile holding ring portion 24 of the pile holding wire 23 39 is fixed to the wire guide groove 32 of the drilling casing 21 by tightening a fixing means 44 such as a PC lock nut. It is desirable that a plurality of fixing means 44 such as PC lock nuts be provided at predetermined intervals on the connecting rod 39 so that the drilling casing 21 can be tightened and fixed at a position where it protrudes to the ground.

図7(d)
掘削用ケーシング21を杭保持ワイヤー23とともに重機40で引き上げる。掘削用ケーシング21は、PCロックナットなどの固定手段44の締め付けでPC鋼棒などの連結棒39と一体に固定されているので、杭保持ワイヤー23に連結されたクレーンなどの重機40で掘削用ケーシング21を引き上げてもよいが、重機40とは異なる重機で掘削用ケーシング21を引き上げてもよい。このようにして埋設杭20を掘削用ケーシング21と杭保持ワイヤー23で掘削穴30から引き抜く。埋設杭20が長い時には、複数本の掘削用ケーシング21を連結するが、掘削用ケーシング21は、上部から順次切り離す。切り離す際に、残った掘削用ケーシング21に連結棒39を下方の固定手段44で締め付け固定してから行う。上部の掘削用ケーシング21を切り離した後、埋設杭20の地上に引き上げられた部分を5〜10m程度ずつ切断して順次引き上げることにより引き抜き作業が円滑に行われる。
Figure 7 (d)
The digging casing 21 is pulled up by the heavy machine 40 together with the pile holding wire 23. The drilling casing 21 is integrally fixed to the connecting rod 39 such as a PC steel rod by tightening the fixing means 44 such as a PC lock nut, so heavy machinery 40 such as a crane connected to the pile holding wire 23 The casing 21 may be pulled up, but the drilling casing 21 may be pulled up by a heavy machine different from the heavy machine 40. In this manner, the buried pile 20 is pulled out of the drilled hole 30 by the casing 21 for excavation and the pile holding wire 23. When the buried pile 20 is long, a plurality of excavating casings 21 are connected, but the excavating casing 21 is sequentially separated from the top. When separating, the connecting rod 39 is fixed to the remaining drilling casing 21 by the lower fixing means 44 and then fixed. After the excavating casing 21 in the upper part is separated, the portion pulled up to the ground of the buried pile 20 is cut by about 5 to 10 m at a time and pulled up sequentially, whereby the extraction work is smoothly performed.

前記実施例では、杭保持ワイヤー23の杭保持用環状部24を埋設杭20の杭先端部26部分に巻きつけ抱えて引き抜くようにしたが、埋設杭20の杭先端部26が円錐形でないようなときには、埋設杭20の胴体部分に巻きつけるようにしてもよい。
前記実施例では、埋設杭20が断面円形の例を示したが、図6(a)に示すように、断面が円形以外の断面多角形状杭であってもよい。さらに、チャンネル材のような断面コ字状杭、矢板のような板状杭などであってもよい。
In the above embodiment, the pile holding annular portion 24 of the pile holding wire 23 is wound around and held by the pile tip end 26 of the buried pile 20 and pulled out, but the pile tip end 26 of the buried pile 20 does not have a conical shape. In some cases, it may be wound around the trunk portion of the buried stake 20.
In the said Example, although the buried pile 20 showed the example of a circular cross section, as shown to Fig.6 (a), a cross section may be cross-sectional polygonal shape piles other than circular. Furthermore, it may be a cross-sectionally U-shaped pile like a channel material, a plate-like pile like a sheet pile, or the like.

前記実施例では、埋設杭20の中心点と掘削用ケーシング21の中心点が一致するように記載したが、掘削用ケーシング21により掘削された掘削穴30が完全に一致することはありえない。しかし、本発明では、掘削用ケーシング21のワイヤー収納凹部25に収納された状態の杭保持用環状部24は、図6(b)に示すように掘削用ケーシング21の中心点O1と埋設杭20の中心点O2が偏心していても径が埋設杭20より十分に大きいので、掘削穴30内の埋設杭20は、杭保持用環状部24で確実に巻きつき抱え込むことができる。
前記実施例では、前記杭保持ワイヤー23の杭保持用環状部24は、一端部23aから他端部23bに至り少なくとも2周する構成としたが、3周、またはそれ以上でもよい。ただし、3周以上とすると、環状部が互いに重なり合って埋設杭20への締め付けが不十分になる恐れがあるので周回数は2回であることが好ましい。
In the above embodiment, the center point of the buried pile 20 and the center point of the drilling casing 21 are described to coincide with each other. However, the drilling holes 30 excavated by the drilling casing 21 can not completely coincide with each other. However, in the present invention, the pile holding annular portion 24 in the state of being stored in the wire storage recess 25 of the digging casing 21 is the center point O1 of the digging casing 21 and the buried pile 20 as shown in FIG. Since the diameter is sufficiently larger than that of the buried pile 20 even if the center point O2 is eccentric, the buried pile 20 in the excavation hole 30 can be reliably wound and held by the pile holding annular portion 24.
In the embodiment, the pile holding annular portion 24 of the pile holding wire 23 is configured to extend from one end 23a to the other end 23b at least twice, but may be three or more. However, if there are three or more turns, it is preferable that the number of turns is two because the annular portions may overlap with each other and tightening to the embedded pile 20 may be insufficient.

10…埋設杭、11…削孔ケーシング、12…掘削刃、13…ワイヤー、14…一端溝、15…他端溝、16…下面部、17…掘削穴、18…一端部、19…他端部、20…埋設杭、21…掘削用ケーシング、22…掘削刃、23…杭保持ワイヤー、24…杭保持用環状部、25…ワイヤー収納凹部、26…杭先端部、27…吊りワイヤー、28…固定部、29…吊り下げリング、30…掘削穴、31…保護カバー、32…ワイヤーガイド溝、33…仮保持材、34…結び窓、35…固定部材、36…ワイヤー引き上げ切り欠き、37…ワイヤー吊り下げ切り欠き、38…連結リング、39…PC鋼棒などの連結棒、40…クレーンなどの重機、41…保護枠、42…円筒体、43…直線部、44…PCロックナットなどの固定手段。   DESCRIPTION OF SYMBOLS 10 ... Buried pile, 11 ... Drilling casing, 12 ... Drilling blade, 13 ... Wire, 14 ... One end groove, 15 ... Other end groove, 16 ... Lower surface part, 17 ... Drilling hole, 18 ... One end part, 19 ... Other end Part 20, Buried pile, 21: Casing for drilling, 22: Drilling blade, 23: Pile holding wire, 24: Ring for holding pile, 25: Wire storage recess, 26: Pile tip, 27: Suspension wire, 28 ... fixed part, 29 ... suspension ring, 30 ... excavated hole, 31 ... protective cover, 32 ... wire guide groove, 33 ... temporary holding material, 34 ... knot window, 35 ... fixed member, 36 ... wire pulling notch, 37 ... wire hanging notch, 38 ... connecting ring, 39 ... connecting rod such as PC steel rod, 40 ... heavy machine such as crane, 41 ... protective frame, 42 ... cylindrical body, 43 ... straight part, 44 ... PC lock nut etc. Fixing means.

Claims (8)

埋設杭の周りに掘削用ケーシングで掘削穴を掘削し、前記埋設杭に杭保持ワイヤーの杭保持用環状部を巻きつけて重機により掘削用ケーシングとともに埋設杭を引き抜くようにした埋設杭の引き抜き方法において、
前記掘削用ケーシングの下端部付近からこの掘削用ケーシングの内壁面に設けたワイヤー収納凹部に複数本の吊りワイヤーを垂下し、この吊りワイヤーにて少なくとも2周した前記杭保持用環状部を支持し、この杭保持用環状部を前記ワイヤー収納凹部内に仮止めし、前記杭保持用環状部の両端部の直線部を前記掘削用ケーシングの外周のワイヤーガイド溝に案内して地上の重機に連結する工程と、
前記埋設杭の周りに前記杭保持ワイヤーを取り付けた前記掘削用ケーシングで掘削穴を掘削する工程と、
前記重機で連結棒を介して杭保持ワイヤーを引き上げ、前記杭保持用環状部を絞って埋設杭に巻きつける工程と、
前記杭保持ワイヤーによる埋設杭への巻き付け後、前記杭保持ワイヤーを掘削用ケーシングに固定する工程と、
前記杭保持ワイヤーと掘削用ケーシングの引き上げにより、埋設杭を引き抜く工程と
からなることを特徴とする埋設杭の引き抜き方法。
An excavating hole is excavated by an excavating casing around an embedding pile, and a pile holding ring of a pile holding wire is wound around the embedding pile, and the excavating pile is pulled out together with the excavation casing by a heavy machine. In
A plurality of suspension wires are suspended from the vicinity of the lower end portion of the casing for excavation to a wire storage recess provided on the inner wall surface of the casing for excavation, and the ring holding portion for piles held at least twice by the suspension wire is supported The pile holding annular portion is temporarily fixed in the wire storage concave portion, and the straight portions at both ends of the pile holding annular portion are guided to the wire guide groove of the outer periphery of the digging casing and connected to a heavy equipment on the ground The process to
Drilling a drilling hole in the drilling casing in which the pile holding wire is attached around the buried pile;
Pulling up the pile holding wire via the connecting rod with the heavy machine, squeezing the pile holding annular portion, and winding it around a buried pile;
Fixing the pile holding wire to a digging casing after winding the pile holding wire to a buried pile;
And a step of pulling out the buried pile by pulling up the pile holding wire and the casing for digging.
吊りワイヤーは、少なくとも3本を略等間隔で設け、杭保持ワイヤーを絞ったとき杭保持用環状部は、多角形を形成するようにしたことを特徴とする請求項1記載の埋設杭の引き抜き方法。   At least three hanging wires are provided at substantially equal intervals, and the pile holding annular portion forms a polygon when the pile holding wire is squeezed out. Method. 杭保持ワイヤーの直線部に連結棒を介して重機を連結し、この連結棒を固定手段にて掘削用ケーシングに固定するようにしたことを特徴とする請求項1又は2記載の埋設杭の引き抜き方法。   The extraction of the buried pile according to claim 1 or 2, characterized in that the heavy machine is connected to the straight portion of the pile holding wire via a connecting rod, and the connecting rod is fixed to the casing for excavation by a fixing means. Method. 吊りワイヤーは、上端の固定部を掘削用ケーシングの外側面に取り付け、下端の吊り下げリングをワイヤー収納凹部に設けたワイヤー吊り下げ切り欠きからワイヤー収納凹部内に吊り下げたことを特徴とする請求項1、2又は3記載の埋設杭の引き抜き方法。   The suspension wire is characterized in that the fixed portion at the upper end is attached to the outer surface of the casing for excavation and the suspension ring at the lower end is suspended in the wire storage recess from the wire suspension notch provided in the wire storage recess. The extraction method of the buried pile of the claim | item 1, 2 or 3. 埋設杭の周りに掘削穴を掘削する掘削用ケーシングと、前記埋設杭に巻きつけて連結された重機により掘削用ケーシングとともに埋設杭を引き抜くための杭保持ワイヤーとを具備した埋設杭の引き抜き装置において、
前記杭保持ワイヤーは、前記埋設杭に巻きつけるための少なくとも2周した杭保持用環状部と、この杭保持用環状部の両端を上向きに伸ばした直線部とからなり、前記掘削用ケーシングは、下端部付近の内壁部に設けられ前記杭保持用環状部を収納するための全周囲が内方に開口したワイヤー収納凹部と、前記直線部を上方へ案内するための前記掘削用ケーシングに設けられたワイヤーガイド溝とを有し、前記掘削用ケーシングから垂下され、下端部に前記杭保持用環状部を前記ワイヤー収納凹部内で支持する複数本の吊りワイヤーを設け、前記ワイヤーガイド溝に、前記杭保持ワイヤーの前記埋設杭への巻き付け位置を固定する固定手段を設けたことを特徴とする埋設杭の引き抜き装置。
In an extraction device for an buried pile comprising a drilling casing for drilling a drilling hole around a buried pile and a pile holding wire for pulling out the buried pile together with the drilling casing by a heavy machine wound around and connected to the buried pile ,
The pile holding wire comprises a pile holding ring portion which is at least two turns for winding around the buried pile, and a straight portion in which both ends of the pile holding ring portion are extended upward, and the digging casing is A wire storage recess is provided on the inner wall near the lower end and the entire periphery for storing the pile holding annular portion is opened inward, and the drilling casing for guiding the straight portion upward And a plurality of suspension wires suspended from the casing for excavation and supporting the pile holding annular portion in the wire storage recess at the lower end portion, and the wire guide groove is provided with the wire guide grooves. An extraction device for a buried pile characterized in that fixing means are provided for fixing a winding position of the pile holding wire to the buried pile.
前記杭保持ワイヤーの先端と重機とをPC鋼棒で連結し、前記固定手段は、このPC鋼棒に所定間隔で設けたロックナットを前記ワイヤーガイド溝内に締め付け固定する手段からなることを特徴とする請求項5記載の埋設杭の引き抜き装置。   The tip end of the pile holding wire and a heavy machine are connected by a PC steel rod, and the fixing means comprises means for clamping and fixing a lock nut provided at a predetermined interval on the PC steel rod in the wire guide groove. The extraction device of the buried pile according to claim 5. 前記ワイヤー収納凹部は、内側が開口した断面コ字形をなし、上面に吊りワイヤーの吊り下げリングが垂下するワイヤー吊り下げ切り欠きを設けたことを特徴とする請求項5又は6記載の埋設杭の引き抜き装置。   7. The buried pile according to claim 5 or 6, wherein the wire storage recess has a U-shaped cross section with an open inside, and a wire hanging notch on which a hanging ring of a hanging wire hangs down is provided on the upper surface. Extraction device. 前記ワイヤー収納凹部は、外側面に所定間隔で設けた結び窓と、この結び窓に臨ませて前記杭保持用環状部を保持する固定部材を設けたことを特徴とする請求項5、6又は7記載の埋設杭の引き抜き装置。   The wire storage recess is provided with a knot window provided at a predetermined interval on the outer surface, and a fixing member for holding the pile holding annular portion facing the knot window. The extraction apparatus of the buried pile of 7 description.
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