JP2018115434A - Tool for pile extraction and pile extracting method using the same - Google Patents

Tool for pile extraction and pile extracting method using the same Download PDF

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JP2018115434A
JP2018115434A JP2017005379A JP2017005379A JP2018115434A JP 2018115434 A JP2018115434 A JP 2018115434A JP 2017005379 A JP2017005379 A JP 2017005379A JP 2017005379 A JP2017005379 A JP 2017005379A JP 2018115434 A JP2018115434 A JP 2018115434A
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pile
chucking
plate
chucking plate
buried
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JP6860159B2 (en
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勉 在郷
Tsutomu Zaigo
勉 在郷
龍巳 古川
Tatsumi Furukawa
龍巳 古川
猛雄 久保
Takeo Kubo
猛雄 久保
宏達 徐
Hongda Xu
宏達 徐
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SHINMEI GIKO KK
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SHINMEI GIKO KK
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Abstract

PROBLEM TO BE SOLVED: To provide a pile extracting technique that is relatively simple and generally useable.SOLUTION: The purpose of this invention is achieved by a pile extracting tool which is prepared separately from a drilling casing. The pile extracting tool 1 has a cavity member 4 provided between the drilling casing 2 and a pile 3, and multiple chucking members 5 provided in a state extruding into the inside of the cavity member 4. The pile extracting tool 1 is structured such that it can hold the pile 3 by way of the chucking members 5 encroaching upon the pile 3.SELECTED DRAWING: Figure 1

Description

本発明は,杭抜きを行うために用いられる杭抜用器具,ならびに,これを用いた杭抜方法に関する。さらに詳しくいうと本発明は,地中に埋設された杭(埋設杭)を引き抜くに際して,当該埋設杭を確実かつ安定的に保持することが可能な杭抜用器具,ならびに,これを用いた埋設杭の引き抜き方法に関する。   The present invention relates to a pile extraction device used for pile removal and a pile extraction method using the same. More specifically, the present invention relates to a pile removing device that can hold a buried pile reliably and stably when a pile buried in the ground (buried pile) is pulled out, and a burial using the same. It relates to a method of pulling out piles.

既存の建造物を撤去する際には,建造物の解体とともに,当該建造物を支えていた基礎杭(以下,「埋設杭」という)の引き抜きを行う必要がある。すなわち,埋設杭の引き抜きを行うことにより,土地利用の自由度が増すこととなり,土地の資産価値が向上することが通常だからである。このように,杭抜きは,建造物の撤去の際に,必須の作業であり,安全かつ効率的な杭抜方法が求められている。   When removing an existing building, it is necessary to pull out the foundation pile (hereinafter referred to as “buried pile”) that supported the building as well as dismantling the building. In other words, pulling out buried piles increases the degree of freedom of land use, and usually increases the asset value of land. Thus, pile removal is an indispensable work when removing a building, and a safe and efficient pile removal method is required.

杭抜方法としては,ケーシングを用いて埋設杭を引き抜く手法が,一般的に用いられている。すなわち,削孔ケーシングによって埋設杭の周囲の地盤を削孔した後,当該埋設杭の引き抜きを行う手法である。   As a pile removal method, a method of pulling out buried piles using a casing is generally used. In other words, after drilling the ground around the buried pile with a drilled casing, the buried pile is pulled out.

削孔ケーシングは,埋設杭の径よりも大きな径を有する円筒状の鋼管である。この削孔ケーシングを回転させるとともに,水を供給しながら,埋設杭の周囲の地盤を掘り進めていく。そして,埋設杭の底部まで掘り進められると,埋設杭の引き抜きが行われる。
従来,この際の埋設杭の引き抜き方法として,ワイヤーなどを当該埋設杭に巻き付けて直接引き抜く技術や,削孔ケーシングとともに当該埋設杭を固定して引き抜く技術が開示されている(特許文献1,2)。
The drilled casing is a cylindrical steel pipe having a diameter larger than the diameter of the buried pile. While rotating this drilling casing and supplying water, we will dig the ground around the buried pile. Then, when the bottom of the buried pile is dug, the buried pile is pulled out.
Conventionally, as a method for pulling out the buried pile at this time, a technique of winding a wire or the like directly around the buried pile and a technique of pulling out the fixed pile together with a drilling casing are disclosed (Patent Documents 1 and 2). ).

特開2000−154541号公報JP 2000-154541 A 特開2015−212464号公報JP2015-212464A

上記のように,先行技術においては,削孔ケーシングとともに埋設杭を固定して引き抜く技術が開示されている。先行技術をはじめとして,削孔ケーシングとともに埋設杭を固定して引き抜く手法は,地盤の削孔と埋設杭の固定を同一の部材で行うことができる点において,有用な手法である。
しかるに,このような手法の場合,削孔ケーシングそのものに固定手段などの機能を備えなければならず,結果として,削孔ケーシングそのものが大きくなってしまう。そのため,大きな重機でなければ作業を行うことができず,また,スペースが確保できない狭い作業条件下では使用ができないなどの課題を有していた。加えて,削孔ケーシング自体に固定手段などの様々な機能を持たせつつ,固い地盤の削孔を行うため,故障なども生じやすく,メインテナンスも煩雑であるなどの問題を抱えていた。
As described above, in the prior art, a technique is disclosed in which a buried pile is fixed and pulled out together with a drilling casing. Starting with the prior art, the method of fixing and pulling the buried pile together with the drilling casing is a useful method in that the ground drilling and the fixing of the buried pile can be performed with the same member.
However, in the case of such a technique, the hole casing itself must be provided with a function such as a fixing means, and as a result, the hole casing itself becomes large. For this reason, the work cannot be performed unless it is a large heavy machine, and there is a problem that it cannot be used under a narrow working condition in which a space cannot be secured. In addition, since the hole drilling casing itself has various functions such as fixing means, holes in hard ground are drilled, so there are problems such as failure and easy maintenance.

上記事情を背景として,本発明では,比較的簡易で,かつ,汎用性の高い,埋設杭の引き抜き技術の開発を課題とする。   In view of the above circumstances, an object of the present invention is to develop a technique for extracting buried piles that is relatively simple and highly versatile.

発明者は,鋭意研究の結果,削孔ケーシングとは別に,埋設杭を固定するための専用の固定用器具に想到し,かかる杭抜用器具及びこれを用いた杭抜方法の発明を完成させたものである。   As a result of diligent research, the inventor conceived a dedicated fixing device for fixing the buried pile separately from the drilled casing, and completed the invention of such a pile removal device and a pile removal method using the same. It is a thing.

本発明は,以下の構成からなる。
本発明の第一の構成は,削孔ケーシングと埋設杭との間に設置される空洞部材と,前記空洞部材の内部に突出した状態で設置される複数のチャッキング部材と,を備え,前記チャッキング部材が前記埋設杭に食い込むことによって当該埋設杭を保持することを特徴とする杭抜用器具である。
The present invention has the following configuration.
A first configuration of the present invention includes a hollow member installed between a drilling casing and a buried pile, and a plurality of chucking members installed in a state of protruding into the hollow member, The pile removing device is characterized in that a chucking member holds the buried pile by biting into the buried pile.

本発明の第二の構成は,前記空洞部材が,両端開口の略円筒状に形成されていることを特徴とする第一の構成に記載の杭抜用器具である。   A second configuration of the present invention is the pile removing device according to the first configuration, wherein the hollow member is formed in a substantially cylindrical shape having both end openings.

本発明の第三の構成は,前記チャッキング部材が,前記埋設杭に食い込む役割を果たすチャッキングプレートと,前記チャッキングプレートを設置するための一対のリブプレートと,を備え,前記チャッキングプレートが,前記一対のリブプレートに挟まれる形で,回動可能に支持されていることを特徴とする第一又は第二の構成に記載の杭抜用器具である。
本発明の第四の構成は,前記チャッキングプレートの先端が,R(round)状に形成されていることを特徴とする第三の構成に記載の杭抜用器具である。
本発明の第五の構成は,前記チャッキングプレートの先端に,網目加工が施されていることを特徴とする第三又は第四の構成に記載の杭抜用器具である。
本発明の第六の構成は,前記チャッキングプレートの後端に回動可能に支持されたブラケットプレートをさらに備えたことを特徴とする第三から第五の構成に記載の杭抜用器具である。
本発明の第七の構成は,前記空洞部材の側面に,前記チャッキングプレートを貫通させるための貫通孔が設けられ,前記チャッキングプレートが,前記貫通孔を貫通するとともに,前記空洞部材の内部において,前記一対のリブプレートが前記チャッキングプレートにボルトで回動可能に支持されており,前記空洞部材の外部において,前記ブラケットプレートが前記チャッキングプレートにボルトで回動可能に支持されていることを特徴とする第六の構成に記載の杭抜用器具である。
According to a third configuration of the present invention, the chucking member includes a chucking plate that plays a role of biting into the buried pile, and a pair of rib plates for installing the chucking plate. Is a pile removing device according to the first or second configuration, wherein the pile removing device is rotatably supported in a form sandwiched between the pair of rib plates.
A fourth configuration of the present invention is the pile removing instrument according to the third configuration, wherein the tip of the chucking plate is formed in an R (round) shape.
A fifth configuration of the present invention is the pile removing device according to the third or fourth configuration, wherein the tip of the chucking plate is meshed.
A sixth configuration of the present invention is the pile removing instrument according to the third to fifth configurations, further comprising a bracket plate rotatably supported at a rear end of the chucking plate. is there.
According to a seventh configuration of the present invention, a through-hole for penetrating the chucking plate is provided on a side surface of the hollow member, and the chucking plate penetrates the through-hole, and the inside of the hollow member. The pair of rib plates are supported by the chucking plate so as to be rotatable by bolts, and the bracket plate is supported by the chucking plate so as to be rotatable by bolts outside the hollow member. It is the instrument for pile extraction as described in the 6th structure characterized by the above-mentioned.

本発明の第八の構成は,第一から第七の構成に記載の杭抜用器具を用いて埋設杭を引き抜くことを特徴とする杭抜方法である。   The 8th structure of this invention is a pile extraction method characterized by drawing out an embedded pile using the pile extraction instrument as described in a 1st-7th structure.

本発明により,比較的簡易で,かつ,汎用性の高い,埋設杭の引き抜き技術の提供が可能となった。   According to the present invention, it has become possible to provide a technique for extracting buried piles that is relatively simple and highly versatile.

本発明の一実施の形態における杭抜用器具の使用状態を示す縦断面図(埋設杭を保持する前の状態)The longitudinal cross-sectional view which shows the use condition of the instrument for pile extraction in one embodiment of this invention (state before hold | maintaining a buried pile) 図1のII−II線矢視断面図Sectional view taken along line II-II in FIG. 図1のIII−III線矢視断面図Sectional view taken along line III-III in FIG. 本発明の一実施の形態における杭抜用器具の使用状態を示す縦断面図(埋設杭を保持した状態)The longitudinal cross-sectional view (state which hold | maintained the buried pile) which shows the use condition of the instrument for pile extraction in one embodiment of this invention 図4のV−V線矢視断面図4 is a cross-sectional view taken along line VV in FIG. 図4のVI−VI線矢視断面図Sectional view taken along line VI-VI in FIG. 本発明の一実施の形態における杭抜用器具の構成部材である空洞部材を示す縦断面図The longitudinal cross-sectional view which shows the hollow member which is a structural member of the instrument for pile extraction in one embodiment of this invention 本発明の一実施の形態における杭抜用器具の構成部材であるチャッキングプレートを示す正面図The front view which shows the chucking plate which is a structural member of the instrument for pile extraction in one embodiment of this invention 本発明の一実施の形態における杭抜用器具の構成部材であるリブプレートを示す正面図(外側)The front view (outside) which shows the rib plate which is a structural member of the instrument for pile extraction in one embodiment of this invention 本発明の一実施の形態における杭抜用器具の構成部材であるリブプレートを示す背面図(チャッキングプレートとの対向側)The rear view which shows the rib plate which is a structural member of the instrument for pile removal in one embodiment of this invention (opposite side with a chucking plate) 空洞部材の内部において,チャッキングプレートが,一対のリブプレートに挟まれる形で,回動可能に支持されている状態を示す六面図(背面図は省略)A six-sided view showing the state in which the chucking plate is rotatably supported inside the hollow member between the pair of rib plates (the rear view is omitted) 本発明の一実施の形態における杭抜用器具の構成部材であるブラケットプレートを示す正面図The front view which shows the bracket plate which is a structural member of the instrument for pile extraction in one embodiment of this invention 本発明の一実施の形態における杭抜用器具の構成部材であるブラケット蓋を示す六面図(背面図,左側面図,及び底面図は省略)FIG. 6 is a six-sided view showing a bracket lid that is a constituent member of a pile removing device according to an embodiment of the present invention (the rear view, left side view, and bottom view are omitted) ブラケット蓋とボルト及びナットを装着した状態のブラケットプレートを示す六面図(背面図は省略)Six-sided view showing bracket plate with bracket lid, bolts and nuts attached (rear view omitted) 削孔ケーシングによって埋設杭の周囲の地盤を削孔した状態を斜め上方から見た斜視図The perspective view which looked at the state which drilled the ground around an embedding pile with the drilling casing from the slanting upper part 削孔ケーシングと埋設杭との間に,本発明の一実施の形態における杭抜用器具を設置した状態を斜め上方から見た斜視図The perspective view which looked at the state which installed the instrument for pile removal in one embodiment of this invention between the drilling casing and the buried pile from diagonally upward 削孔ケーシングと埋設杭との間に,本発明の一実施の形態における杭抜用器具を設置した状態を斜め上方から見た斜視図The perspective view which looked at the state which installed the instrument for pile removal in one embodiment of this invention between the drilling casing and the buried pile from diagonally upward 埋設杭を引き抜く前の地上の様子を示す斜視図Perspective view showing the state of the ground before pulling out the buried pile 埋設杭を引き抜く前の地中の様子を斜め上方から見た斜視図The perspective view which looked at the state of the underground before pulling out the buried pile from diagonally above 埋設杭を引き抜いている状態の地上の様子を示す斜視図Perspective view showing the state of the ground with the buried pile pulled out 埋設杭を引き抜いている状態の地上の様子を示す斜視図Perspective view showing the state of the ground with the buried pile pulled out

以下,好適な実施の形態を用いて本発明をさらに具体的に説明する。但し,下記の実施の形態は本発明を具現化した例に過ぎず,本発明はこれに限定されるものではない。   Hereinafter, the present invention will be described more specifically with reference to preferred embodiments. However, the following embodiment is merely an example embodying the present invention, and the present invention is not limited to this.

<<I.杭抜用器具の概要>>
本発明の杭抜用器具は,削孔ケーシングと埋設杭との間に設置される空洞部材と,前記空洞部材の内部に突出した状態で設置される複数のチャッキング部材と,を備え,前記チャッキング部材が前記埋設杭に食い込むことによって当該埋設杭を保持することを特徴とする。
<< I. Overview of pile removal equipment >>
The pile removing instrument of the present invention comprises a hollow member installed between the drilled casing and the buried pile, and a plurality of chucking members installed in a state of protruding inside the hollow member, The chucking member holds the buried pile by biting into the buried pile.

空洞部材は,チャッキング部材を備えるとともに,埋設杭の周りに設置される部材である。加えて,空洞部材は,埋設杭を引き抜く際に,安定的に引き抜きができるよう,一定程度の長さと強度を有するものである。空洞部材は,これらの役割・機能を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。
空洞部材としては,典型的には,図7や図17などに示すような,両端が開口した略円筒状の金属製の部材を用いればよい。
The hollow member includes a chucking member and is a member installed around the buried pile. In addition, the hollow member has a certain length and strength so that it can be pulled out stably when the buried pile is pulled out. The hollow member is not particularly limited as long as it fulfills these roles and functions, and can have various shapes or configurations.
As the hollow member, typically, a substantially cylindrical metal member having both ends opened as shown in FIGS. 7 and 17 may be used.

本発明において,空洞部材は,後述するチャッキングプレートを貫通させるための貫通孔を備えることが好ましい。
かかる好ましい構成によれば,ネジ等によらないでチャッキングプレートを設置することができるとともに,重力によるチャッキングプレートの位置の変更が可能となり,本発明の杭抜用器具の性能を向上させることができるという効果が得られる。
貫通孔の形状は,図7に示すように,長方形状とすればよい。この場合,貫通孔の幅はチャッキングプレートの厚みとほぼ同じにすればよく,長さはチャッキングプレートの長さよりも僅かに短くすればよい。
In the present invention, the hollow member preferably includes a through hole for allowing a chucking plate, which will be described later, to pass therethrough.
According to such a preferable configuration, the chucking plate can be installed without using screws or the like, the position of the chucking plate can be changed by gravity, and the performance of the pile removing instrument of the present invention can be improved. The effect of being able to be obtained.
The shape of the through hole may be a rectangular shape as shown in FIG. In this case, the width of the through hole may be approximately the same as the thickness of the chucking plate, and the length may be slightly shorter than the length of the chucking plate.

チャッキング部材は,空洞部材に備えられるものであり,その先端が埋設杭に食い込むことによって当該埋設杭を保持する役割を果たすものである。チャッキング部材は,かかる役割を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。   The chucking member is provided in the hollow member, and plays a role of holding the buried pile by its front end biting into the buried pile. The chucking member is not particularly limited as long as it plays such a role, and various shapes or configurations can be adopted.

チャッキング部材は,埋設杭に食い込む役割を果たすチャッキングプレートと,当該チャッキングプレートを設置するための一対のリブプレートと,を備え,前記チャッキングプレートが,前記一対のリブプレートに挟まれる形で,回動可能に支持されていることが好ましい。
かかる好ましい構成によれば,チャッキング部材を比較的簡易な構成としつつ,十分な機能を発揮させることが可能となり,本発明の杭抜用器具の性能や取扱性を向上させることができるという効果が得られる。
The chucking member includes a chucking plate that plays a role of biting into the buried pile and a pair of rib plates for installing the chucking plate, and the chucking plate is sandwiched between the pair of rib plates. Therefore, it is preferably supported so as to be rotatable.
According to such a preferable configuration, it is possible to exhibit a sufficient function while making the chucking member a relatively simple configuration, and it is possible to improve the performance and handleability of the pile removing instrument of the present invention. Is obtained.

チャッキングプレートは,埋設杭に食い込む役割を果たすとともに,その前後に回動可能に支持されたリブプレートならびにブラケットプレートを備えることにより,貫通孔を通じてその位置や向きを変更することが可能な軸としての役割を果たす。チャッキングプレートは,かかる役割を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。
チャッキングプレートとしては,典型的には,図8に示すような,円形の孔を有する略台形状ないし先端がR状に形成された金属製の部材を用いればよい。
なお,本明細書においては,便宜上,チャッキングプレートの,空洞部材の内側(埋設杭に食い込む側)の端を「先端」,空洞部材の外側の端を「後端」とそれぞれ定義する。
The chucking plate plays a role of biting into the buried pile, and is equipped with a rib plate and bracket plate that are pivotally supported at the front and back of the chucking plate, so that its position and orientation can be changed through the through hole. To play a role. The chucking plate is not particularly limited as long as it plays such a role, and various shapes or configurations can be adopted.
As the chucking plate, typically, a metal member having a substantially trapezoidal shape having a circular hole or an R-shaped tip as shown in FIG. 8 may be used.
In the present specification, for the sake of convenience, the end of the chucking plate on the inner side of the hollow member (the side that bites into the buried pile) is defined as the “front end”, and the outer end of the hollow member is defined as the “rear end”.

チャッキングプレートは,その先端に網目加工が施されていることが好ましい。
かかる好ましい構成によれば,チャッキングプレートが埋設杭に食い込んだ際に抵抗を持つようになり,チャッキングプレートによる埋設杭の保持を安定化させることができるという効果が得られる。
The chucking plate is preferably provided with a mesh processing at the tip.
According to such a preferable configuration, when the chucking plate bites into the buried pile, it has resistance, and the effect that the holding of the buried pile by the chucking plate can be stabilized can be obtained.

リブプレートは,チャッキングプレートが貫通孔から抜けることを防止するとともに,埋設杭の保持固定時に,チャッキング部材の位置を安定化させる役割を果たす。リブプレートは,かかる役割を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。
リブプレートとしては,典型的には,図9ないし図10に示すような,円形の孔を有する略台形状の金属製の部材を用いればよい。すなわち,かかる円形の孔を通じて,一対のリブプレートが,ボルトにより,チャッキングプレートの先端部に回動可能に支持されるような構成とすればよい。
リブプレートは,その略台形状の底辺に網目加工が施されていることが好ましい。
かかる好ましい構成によれば,埋設杭の保持固定時において,リブプレートの底辺と空洞部材の内壁の接触における抵抗を増やすことが可能となり,結果として,保持力や安定性を向上させることができるという効果が得られる。
The rib plate prevents the chucking plate from coming out of the through hole, and stabilizes the position of the chucking member when holding and fixing the buried pile. The rib plate is not particularly limited as long as it plays such a role, and various shapes or configurations can be adopted.
As the rib plate, typically, a substantially trapezoidal metal member having a circular hole as shown in FIGS. 9 to 10 may be used. In other words, the pair of rib plates may be rotatably supported by the tip of the chucking plate by bolts through the circular holes.
It is preferable that the rib plate has a mesh processing on the bottom of the substantially trapezoidal shape.
According to such a preferable configuration, it is possible to increase the resistance in contact between the bottom of the rib plate and the inner wall of the hollow member when holding and fixing the buried pile, and as a result, the holding force and stability can be improved. An effect is obtained.

ブラケットプレートは,チャッキングプレートが貫通孔から抜けることを防止するとともに,空洞部材を上下動させる際の棒状部材(ケビン棒)などを取り付けるためのブラケット蓋を備える役割を果たす。ブラケットプレートは,かかる役割を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。
ブラケットプレートとしては,典型的には,図12に示すような,円形の孔を有する長方形状の金属製の部材を用いればよい。すなわち,かかる円形の孔を通じて,一対のブラケットプレートが,ボルトにより,チャッキングプレートの後端部に回動可能に支持されるような構成とすればよい。
The bracket plate serves to prevent the chucking plate from coming out of the through-hole and to have a bracket lid for attaching a rod-shaped member (Kevin rod) or the like for moving the cavity member up and down. The bracket plate is not particularly limited as long as it plays such a role, and various shapes or configurations can be adopted.
As the bracket plate, typically, a rectangular metal member having a circular hole as shown in FIG. 12 may be used. That is, the pair of bracket plates may be configured to be rotatably supported on the rear end portion of the chucking plate by bolts through the circular holes.

ブラケット蓋は,ブラケットプレートに固定して備えられるとともに,棒状部材(ケビン棒)を取り付けるための役割を果たす。ブラケット蓋は,かかる役割を果たす限り,特に限定されるものではなく,種々の形状ないし構成のものを採用することができる。
ブラケット蓋としては,典型的には,図13に示すような,長方形状の部材に棒状部材(ケビン棒)を螺合させるための雌ネジ穴を備えた形状のもの(金属製)を用いればよい。
The bracket lid is fixed to the bracket plate and plays a role for attaching a rod-shaped member (Kevin rod). The bracket lid is not particularly limited as long as it plays such a role, and various shapes or configurations can be adopted.
As the bracket lid, typically, one having a shape (made of metal) having a female screw hole for screwing a rod-shaped member (Kevin rod) into a rectangular member as shown in FIG. 13 is used. Good.

<<II.実施の形態>>
<杭抜用器具の構成>
まず,本発明の一実施の形態における杭抜用器具の構成について,図1から図14を参照しながら説明する。
<< II. Embodiment >>
<Configuration of pile removal tool>
First, the configuration of a pile removing device according to an embodiment of the present invention will be described with reference to FIGS.

図1は本発明の一実施の形態における杭抜用器具の使用状態を示す縦断面図(埋設杭を保持する前の状態),図2は図1のII−II線矢視断面図,図3は図1のIII−III線矢視断面図,図4は当該杭抜用器具の使用状態を示す縦断面図(埋設杭を保持した状態),図5は図4のV−V線矢視断面図,図6は図4のVI−VI線矢視断面図,図7は当該杭抜用器具の構成部材である空洞部材を示す縦断面図,図8は当該杭抜用器具の構成部材であるチャッキングプレートを示す正面図,図9は当該杭抜用器具の構成部材であるリブプレートを示す正面図(外側),図10は当該リブプレートを示す背面図(チャッキングプレートとの対向側),図11は空洞部材の内部において,チャッキングプレートが,一対のリブプレートに挟まれる形で,回動可能に支持されている状態を示す六面図(背面図は省略),図12は当該杭抜用器具の構成部材であるブラケットプレートを示す正面図,図13は当該杭抜用器具の構成部材であるブラケット蓋を示す六面図(背面図,左側面図,及び底面図は省略),図14はブラケット蓋とボルト及びナットを装着した状態のブラケットプレートを示す六面図(背面図は省略)である。   FIG. 1 is a longitudinal sectional view (a state before holding an embedded pile) showing a use state of an instrument for pile removal according to an embodiment of the present invention, and FIG. 2 is a sectional view taken along line II-II in FIG. 3 is a cross-sectional view taken along the line III-III in FIG. 1, FIG. 4 is a vertical cross-sectional view showing the usage state of the pile removal tool (with the embedded pile held), and FIG. FIG. 6 is a sectional view taken along the line VI-VI in FIG. 4, FIG. 7 is a longitudinal sectional view showing a hollow member that is a constituent member of the pile removing instrument, and FIG. 8 is a configuration of the pile removing instrument. 9 is a front view showing a chucking plate as a member, FIG. 9 is a front view (outside) showing a rib plate as a constituent member of the pile removing instrument, and FIG. 10 is a rear view showing the rib plate (with a chucking plate). FIG. 11 shows that the chucking plate is sandwiched between a pair of rib plates inside the hollow member so as to be rotatable. FIG. 12 is a front view showing a bracket plate which is a constituent member of the pile removing device, and FIG. 13 is a constituent member of the pile removing device. A six-sided view showing the bracket lid (rear view, left side view, and bottom view omitted), and FIG. 14 is a six-sided view showing the bracket plate with the bracket lid, bolts and nuts attached (rear view omitted). is there.

図1から図6に示すように,本実施の形態の杭抜用器具1は,削孔ケーシング2と埋設杭3との間に設置される空洞部材4と,空洞部材4の内部に突出した状態で設置される複数のチャッキング部材5と,を備えている。そして,本実施の形態の杭抜用器具1は,チャッキング部材5が埋設杭3に食い込むことによって当該埋設杭3を保持固定することができるように構成されている。   As shown in FIG. 1 to FIG. 6, the pile removal tool 1 of the present embodiment protrudes into the cavity member 4 between the drilled casing 2 and the buried pile 3 and the cavity member 4. A plurality of chucking members 5 installed in a state. And the pile removal instrument 1 of this Embodiment is comprised so that the said embedded pile 3 can be hold | maintained and fixed when the chucking member 5 bites into the embedded pile 3. FIG.

本実施の形態の杭抜用器具1の構成によれば,埋設杭3の引き抜きを行う際に,削孔ケーシング2とは別の,チャッキング部材5を備えた空洞部材4を用いて,埋設杭3を保持固定することができる。その結果,削孔ケーシングそのものが大きくなってしまうことがないため,大きな重機を必要とせず,また,スペースが確保できない狭い作業条件下での使用も可能となる。従って,本実施の形態の杭抜用器具1を用いれば,比較的簡易で,かつ,汎用性の高い,埋設杭の引き抜き技術の提供が可能となる。   According to the configuration of the pile removal tool 1 of the present embodiment, when the buried pile 3 is pulled out, the hollow member 4 provided with the chucking member 5 is used to bury the buried pile 3. The pile 3 can be held and fixed. As a result, the perforated casing itself does not become large, so that a large heavy machine is not required, and it is possible to use it under narrow working conditions in which space cannot be secured. Therefore, if the pile removal tool 1 of the present embodiment is used, it is possible to provide a technique for pulling out buried piles that is relatively simple and highly versatile.

図1から図7に示すように,空洞部材4は,両端開口の略円筒状に形成されている(図16,図17,図20,図21を参照)。そして,空洞部材4の側面(周面)には,チャッキング部材5の構成部材である後述するチャッキングプレート5aを貫通させるための貫通孔4aが略90°間隔で4つ設けられている。
ここで,空洞部材4の外径は800mm,内径は776mm,高さは1150mmである。また,貫通孔4aの幅は36mm,長さは250mmであり,当該貫通孔4aは空洞部材4の中央よりも多少下方に位置して設けられている。貫通孔4aの幅はチャッキングプレート5aの厚みとほぼ同じに設定されており,長さはチャッキングプレート5aの長さよりも僅かに短く設定されている。
As shown in FIGS. 1 to 7, the cavity member 4 is formed in a substantially cylindrical shape with openings at both ends (see FIGS. 16, 17, 20, and 21). Further, on the side surface (circumferential surface) of the cavity member 4, four through holes 4 a are provided at approximately 90 ° intervals for allowing a later-described chucking plate 5 a that is a constituent member of the chucking member 5 to pass therethrough.
Here, the hollow member 4 has an outer diameter of 800 mm, an inner diameter of 776 mm, and a height of 1150 mm. The through hole 4 a has a width of 36 mm and a length of 250 mm, and the through hole 4 a is provided slightly below the center of the hollow member 4. The width of the through hole 4a is set to be substantially the same as the thickness of the chucking plate 5a, and the length is set slightly shorter than the length of the chucking plate 5a.

図1から図6,及び図8から図11に示すように,チャッキング部材5は,埋設杭3に食い込む役割を果たすチャッキングプレート5aと,当該チャッキングプレート5aを設置するための一対のリブプレート5bと,を備えている。そして,チャッキングプレート5aの先端部は,一対のリブプレート5bに挟まれる形で,ボルト6aにより,回動可能に支持されている。
図1から図6,及び図12から図14に示すように,本実施の形態の杭抜用器具1は,チャッキングプレート5aの後端部に,ボルト6bにより,回動可能に支持された一対のブラケットプレート5cをさらに備えている。そして,一対のブラケットプレート5cの上端には,空洞部材4を上下動させる際のケビン棒5dを取り付けるためのブラケット蓋5eが固定されている。なお,図12中,参照符号5jはブラケットプレート5cの下端部に穿設されたボルト挿通孔を示している。また,図2,図5,図13,図14中,参照符号5fはケビン棒5dの下端部を螺合させるための雌ネジ穴を示している。
As shown in FIGS. 1 to 6 and FIGS. 8 to 11, the chucking member 5 includes a chucking plate 5a that plays a role of biting into the buried pile 3, and a pair of ribs for installing the chucking plate 5a. Plate 5b. And the front-end | tip part of the chucking plate 5a is supported by the volt | bolt 6a so that rotation is possible between the pair of rib plates 5b.
As shown in FIG. 1 to FIG. 6 and FIG. 12 to FIG. 14, the pile removing device 1 of the present embodiment is rotatably supported by a bolt 6b at the rear end portion of the chucking plate 5a. A pair of bracket plates 5c is further provided. A bracket lid 5e is fixed to the upper ends of the pair of bracket plates 5c for attaching a kevin rod 5d for moving the cavity member 4 up and down. In FIG. 12, reference numeral 5j denotes a bolt insertion hole formed in the lower end portion of the bracket plate 5c. 2, 5, 13, and 14, reference numeral 5 f indicates a female screw hole for screwing the lower end portion of the kevin rod 5 d.

ここで,チャッキングプレート5aは,高さ98mm,長さ263mmの略逆台形状に形成されており,先端が曲率半径73mmの円弧状(R状)に形成されている。なお,図8中,参照符号5g,5hはチャッキングプレート5aの先端部と後端部に穿設されたボルト挿通孔を示している。また,チャッキングプレート5aの先端には,網目加工が施されている。これにより,チャッキングプレート5aが埋設杭3に食い込んだ際に抵抗を持つようになり,チャッキングプレート5aによる埋設杭3の保持を安定化させることが可能となる。
リブプレート5bは,高さ102.5mm,長さ172.5mmの略台形状に形成されている。なお,図9,図10中,参照符号5iはリブプレート5bの上端部に穿設されたボルト挿通孔を示している。また,リブプレート5bは,その略台形状の底辺に網目加工が施されている。これにより,埋設杭3の保持固定時において,リブプレート5bの底辺と空洞部材3の内壁の接触における抵抗を増やすことが可能となり,結果として,保持力や安定性を向上させることが可能となる。
Here, the chucking plate 5a is formed in a substantially inverted trapezoidal shape having a height of 98 mm and a length of 263 mm, and the tip is formed in an arc shape (R shape) having a curvature radius of 73 mm. In FIG. 8, reference numerals 5g and 5h denote bolt insertion holes formed in the front end portion and the rear end portion of the chucking plate 5a. The tip of the chucking plate 5a is meshed. Thereby, when the chucking plate 5a bites into the buried pile 3, it has resistance, and the holding of the buried pile 3 by the chucking plate 5a can be stabilized.
The rib plate 5b is formed in a substantially trapezoidal shape with a height of 102.5 mm and a length of 172.5 mm. In FIGS. 9 and 10, reference numeral 5i indicates a bolt insertion hole formed in the upper end portion of the rib plate 5b. Further, the rib plate 5b is meshed on the substantially trapezoidal bottom. This makes it possible to increase the resistance in contact between the bottom of the rib plate 5b and the inner wall of the hollow member 3 when holding and fixing the buried pile 3, and as a result, it is possible to improve holding force and stability. .

より具体的には,図4,図11,図14に示すように,チャッキングプレート5aが,貫通孔4aを貫通するとともに,空洞部材4の内部において,一対のリブプレート5bがチャッキングプレート5aにボルト6aで回動可能に支持されており,空洞部材4の外部において,ブラケットプレート5cがチャッキングプレート5aにボルト6bで回動可能に支持されている。   More specifically, as shown in FIGS. 4, 11, and 14, the chucking plate 5 a passes through the through hole 4 a, and a pair of rib plates 5 b are formed inside the cavity member 4. The bracket plate 5c is rotatably supported by the chucking plate 5a with the bolt 6b outside the hollow member 4.

<杭抜用器具の使用方法(杭抜方法)>
次に,本発明の一実施の形態における杭抜用器具を用いて埋設杭を引き抜く杭抜方法について,図15から図21をも参照しながら説明する。
<How to use the pile removal tool (pile removal method)>
Next, a pile removing method for pulling out an embedded pile using the pile removing device according to one embodiment of the present invention will be described with reference to FIGS.

図15は削孔ケーシングによって埋設杭の周囲の地盤を削孔した状態を斜め上方から見た斜視図,図16及び図17は削孔ケーシングと埋設杭との間に,本発明の一実施の形態における杭抜用器具を設置した状態を斜め上方から見た斜視図,図18は埋設杭を引き抜く前の地上の様子を示す斜視図,図19は埋設杭を引き抜く前の地中の様子を斜め上方から見た斜視図,図20及び図21は埋設杭を引き抜いている状態の地上の様子を示す斜視図である。   FIG. 15 is a perspective view of the ground around the buried pile drilled by the drilling casing as seen obliquely from above, and FIGS. 16 and 17 show an embodiment of the present invention between the drilling casing and the buried pile. The perspective view which looked at the state which installed the tool for pile removal in a form from the slanting upper part, FIG. 18 is the perspective view which shows the state of the ground before pulling out a buried pile, FIG. The perspective view seen from diagonally upward, FIG.20 and FIG.21 are perspective views which show the state of the ground of the state which has extracted the buried pile.

まず,図15に示すように,削孔ケーシング2によって埋設杭3の周囲の地盤を削孔する。すなわち,削孔ケーシング2を回転させるとともに,水を供給しながら,埋設杭3の周囲の地盤を掘り進めていく。
次いで,このようにして埋設杭3の底部の周囲まで掘り進めた後,図1から図3,及び図16,図17に示すように,空洞部材4を,削孔ケーシング2と埋設杭3との間に設置する。ここで,チャッキングプレート5aの後端部にブラケットプレート5c及びブラケット蓋5eを介して連結されたケビン棒5dの上端は,クレーン車7のクレーン7aの先端部に連結部材8を介して固定されている(図18,図20,図21を参照)。
First, as shown in FIG. 15, the ground around the buried pile 3 is drilled by the drilling casing 2. In other words, the ground around the buried pile 3 is dug while rotating the drilling casing 2 and supplying water.
Next, after digging to the periphery of the bottom of the buried pile 3 in this way, as shown in FIGS. 1 to 3, 16, and 17, the hollow member 4 is replaced with the drilling casing 2, the buried pile 3, Install between. Here, the upper end of the kevin rod 5d connected to the rear end portion of the chucking plate 5a via the bracket plate 5c and the bracket lid 5e is fixed to the front end portion of the crane 7a of the crane vehicle 7 via the connecting member 8. (See FIGS. 18, 20, and 21).

次いで,図1,図18に示すように,クレーン車7のクレーン7aによってケビン棒5dを引き上げると(図1の矢印A,B,C,及び図18の矢印Fを参照),チャッキングプレート5aがボルト6aを中心として回動し(図1の矢印D,Eを参照),図4から図6に示すように,当該チャッキングプレート5aの先端が埋設杭3に食い込む。これにより,埋設杭3がチャッキングプレート5aによって保持固定される。ここで,チャッキングプレート5aは,その先端に網目加工が施されているので,当該チャッキングプレート5aが埋設杭3に食い込んだ際に抵抗を持つようになり,チャッキングプレート5aによる埋設杭3の保持を安定化させることができる。   Next, as shown in FIGS. 1 and 18, when the kevin rod 5d is pulled up by the crane 7a of the crane 7 (see arrows A, B, C in FIG. 1 and arrow F in FIG. 18), the chucking plate 5a Rotates around the bolt 6a (see arrows D and E in FIG. 1), and the tip of the chucking plate 5a bites into the buried pile 3 as shown in FIGS. Thereby, the buried pile 3 is held and fixed by the chucking plate 5a. Here, since the chucking plate 5a is meshed at the tip, the chucking plate 5a has resistance when the chucking plate 5a bites into the buried pile 3, and the buried pile 3 by the chucking plate 5a. Can be maintained stably.

最後に,図18,図19に示すように,クレーン車7のクレーン7aによってケビン棒5dをそのまま引き上げていくと(図18の矢印F,及び図19の矢印G,H,I,Jを参照),図20,図21に示すように,埋設杭3が地中から引き抜かれる。   Finally, as shown in FIGS. 18 and 19, when the kevin rod 5d is pulled up as it is by the crane 7a of the crane 7 (see arrows F in FIG. 18 and arrows G, H, I, and J in FIG. 19). ), As shown in FIGS. 20 and 21, the buried pile 3 is pulled out from the ground.

以上のように,本実施の形態の杭抜用器具1を用いれば,削孔ケーシングそのものが大きくなってしまうことがないため,大きな重機を必要とせず,また,スペースが確保できない狭い作業条件下での埋設杭の引き抜きも可能となる。加えて,削孔ケーシング自体に固定手段などの様々な機能を持たせていないため,固い地盤の削孔を行う際に故障などが生じにくく,メインテナンスも容易となる。   As described above, if the pile removal tool 1 of the present embodiment is used, the drilling casing itself does not become large, so a large heavy machine is not required and a narrow working condition in which a space cannot be secured. It is also possible to pull out buried stakes. In addition, since the drilling casing itself does not have various functions such as fixing means, failure or the like hardly occurs when drilling a hard ground, and maintenance is facilitated.

なお,上記実施の形態においては,空洞部材4の側面(周面)に,チャッキングプレート5aを貫通させるための貫通孔4aが略90°間隔で4つ設けられている場合を例に挙げて説明したが,本発明は必ずしもこのような構成に限定されるものではない。貫通孔及びチャッキングプレートの数は,2つであっても3つであっても,5つ以上であってもよい。   In the above-described embodiment, an example is given in which four through holes 4a for allowing the chucking plate 5a to pass through are provided on the side surface (circumferential surface) of the cavity member 4 at intervals of approximately 90 °. Although described, the present invention is not necessarily limited to such a configuration. The number of through holes and chucking plates may be two, three, or five or more.

また,上記実施の形態においては,空洞部材4の内壁に固着されていないリブプレート5bを備える場合を例に挙げて説明したが,本発明は必ずしもこのような構成に限定されるものではない。一対のリブプレートは,貫通孔を挟んだ状態で空洞部材の内壁に溶接等によって固着されていてもよい。   Moreover, in the said embodiment, although the case where the rib plate 5b not fixed to the inner wall of the cavity member 4 was provided was described as an example, the present invention is not necessarily limited to such a configuration. The pair of rib plates may be fixed to the inner wall of the hollow member by welding or the like with the through hole interposed therebetween.

1 杭抜用器具
2 削孔ケーシング
3 埋設杭
4 空洞部材
4a 貫通孔
5 チャッキング部材
5a チャッキングプレート
5b リブプレート
5c ブラケットプレート
5d ケビン棒
5e ブラケット蓋
5f 雌ネジ穴
5g,5h,5i,5j ボルト挿通孔
6a,6b ボルト
7 クレーン車
7a クレーン
8 連結部材
DESCRIPTION OF SYMBOLS 1 Pile extraction tool 2 Drilling casing 3 Embedded pile 4 Cavity member 4a Through hole 5 Chucking member 5a Chucking plate 5b Rib plate 5c Bracket plate 5d Kevin stick 5e Bracket lid 5f Female screw hole 5g, 5h, 5i, 5j Bolt Insertion hole 6a, 6b Bolt 7 Mobile crane 7a Crane 8 Connecting member

Claims (8)

削孔ケーシングと埋設杭との間に設置される空洞部材と,前記空洞部材の内部に突出した状態で設置される複数のチャッキング部材と,を備え,
前記チャッキング部材が前記埋設杭に食い込むことによって当該埋設杭を保持することを特徴とする杭抜用器具。
A hollow member installed between the drilling casing and the buried pile, and a plurality of chucking members installed in a state of protruding inside the hollow member,
The pile removing device, wherein the chucking member holds the buried pile by biting into the buried pile.
前記空洞部材が,両端開口の略円筒状に形成されていることを特徴とする請求項1に記載の杭抜用器具。   The pile removing device according to claim 1, wherein the hollow member is formed in a substantially cylindrical shape with both ends opened. 前記チャッキング部材が,
前記埋設杭に食い込む役割を果たすチャッキングプレートと,
前記チャッキングプレートを設置するための一対のリブプレートと,を備え,
前記チャッキングプレートが,前記一対のリブプレートに挟まれる形で,回動可能に支持されていることを特徴とする請求項1又は2に記載の杭抜用用具。
The chucking member is
A chucking plate that plays a role of biting into the buried pile,
A pair of rib plates for installing the chucking plate;
The pile removing tool according to claim 1 or 2, wherein the chucking plate is rotatably supported so as to be sandwiched between the pair of rib plates.
前記チャッキングプレートの先端が,R状に形成されていることを特徴とする請求項3に記載の杭抜用器具。   The pile removing device according to claim 3, wherein a tip of the chucking plate is formed in an R shape. 前記チャッキングプレートの先端に,網目加工が施されていることを特徴とする請求項3又は4に記載の杭抜用器具。   The pile removing device according to claim 3 or 4, wherein a mesh processing is applied to a tip of the chucking plate. 前記チャッキングプレートの後端に回動可能に支持されたブラケットプレートをさらに備えたことを特徴とする請求項3から5のいずれか1項に記載の杭抜用器具。   The pile removing device according to any one of claims 3 to 5, further comprising a bracket plate rotatably supported at a rear end of the chucking plate. 前記空洞部材の側面に,前記チャッキングプレートを貫通させるための貫通孔が設けられ,
前記チャッキングプレートが,前記貫通孔を貫通するとともに,
前記空洞部材の内部において,前記一対のリブプレートが前記チャッキングプレートにボルトで回動可能に支持されており,
前記空洞部材の外部において,前記ブラケットプレートが前記チャッキングプレートにボルトで回動可能に支持されていることを特徴とする請求項6に記載の杭抜用器具。
A through hole for penetrating the chucking plate is provided on a side surface of the hollow member,
The chucking plate passes through the through hole;
Inside the hollow member, the pair of rib plates are rotatably supported by the chucking plate with bolts,
The pile removing device according to claim 6, wherein the bracket plate is rotatably supported by the chucking plate with a bolt outside the hollow member.
請求項1から7のいずれか1項に記載の杭抜用器具を用いて埋設杭を引き抜くことを特徴とする杭抜方法。

The pile extraction method characterized by pulling out a buried pile using the pile removal instrument of any one of Claim 1 to 7.

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019244822A1 (en) 2018-06-18 2019-12-26 三菱瓦斯化学株式会社 Method for producing bifunctional compound having norbornane skeleton
CN112746616A (en) * 2020-12-30 2021-05-04 刘林琴 Pile foundation is built soft ground and is hit formula of beating and pull out equipment fast with protecting a section of thick bamboo

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JPS5696146U (en) * 1979-12-25 1981-07-30
JPS60195334U (en) * 1984-06-05 1985-12-26 株式会社神戸製鋼所 Leader rotation lock device in pile driver
JPS6360322A (en) * 1986-08-28 1988-03-16 Kazuyoshi Moroki Pile rotational penetrator
JPH03271421A (en) * 1991-02-12 1991-12-03 Saga Kiso Kogyo:Yugen Pile pull-out device
US6231271B1 (en) * 1999-04-05 2001-05-15 Stab Cat, Inc Apparatus and method for lifting piles
JP2012031569A (en) * 2010-07-28 2012-02-16 Yamagata Kensetsu Co Ltd Extractor of underground buried object
KR101248393B1 (en) * 2010-03-26 2013-03-28 허희숙 Concrete file drawing public law and the drawing which are laid in

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5696146U (en) * 1979-12-25 1981-07-30
JPS60195334U (en) * 1984-06-05 1985-12-26 株式会社神戸製鋼所 Leader rotation lock device in pile driver
JPS6360322A (en) * 1986-08-28 1988-03-16 Kazuyoshi Moroki Pile rotational penetrator
JPH03271421A (en) * 1991-02-12 1991-12-03 Saga Kiso Kogyo:Yugen Pile pull-out device
US6231271B1 (en) * 1999-04-05 2001-05-15 Stab Cat, Inc Apparatus and method for lifting piles
KR101248393B1 (en) * 2010-03-26 2013-03-28 허희숙 Concrete file drawing public law and the drawing which are laid in
JP2012031569A (en) * 2010-07-28 2012-02-16 Yamagata Kensetsu Co Ltd Extractor of underground buried object

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019244822A1 (en) 2018-06-18 2019-12-26 三菱瓦斯化学株式会社 Method for producing bifunctional compound having norbornane skeleton
CN112746616A (en) * 2020-12-30 2021-05-04 刘林琴 Pile foundation is built soft ground and is hit formula of beating and pull out equipment fast with protecting a section of thick bamboo

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