JPH09111763A - Device for pulling-out casing - Google Patents

Device for pulling-out casing

Info

Publication number
JPH09111763A
JPH09111763A JP27010195A JP27010195A JPH09111763A JP H09111763 A JPH09111763 A JP H09111763A JP 27010195 A JP27010195 A JP 27010195A JP 27010195 A JP27010195 A JP 27010195A JP H09111763 A JPH09111763 A JP H09111763A
Authority
JP
Japan
Prior art keywords
casing
beam member
pulling
fittings
metal fitting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP27010195A
Other languages
Japanese (ja)
Other versions
JP3177136B2 (en
Inventor
Masahiro Nakajima
正弘 中島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Sharyo Ltd
Original Assignee
Nippon Sharyo Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Sharyo Ltd filed Critical Nippon Sharyo Ltd
Priority to JP27010195A priority Critical patent/JP3177136B2/en
Publication of JPH09111763A publication Critical patent/JPH09111763A/en
Application granted granted Critical
Publication of JP3177136B2 publication Critical patent/JP3177136B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To facilitate pull-out of a casing. SOLUTION: A pair of hydraulic jacks 6 and 8 arranged on both sides of a casing 1 driven in a ground are provided. A beam member 26 spans between the hydraulic jacks 6 and 8 across a position above the casing 1. First suspension metal fittings 44 and 46 are oscillatorily and slidably suspended from fulcrum axles 32 and 34 horizontally supported at the beam member 26 and second suspension metal fittings 48 and 50 oscillatorily coupled to first suspension metal fittings 44 and 46 are connected to a casing 1.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、杭孔施工の際に地
中に埋め込まれたケーシングを引き抜くケーシング引抜
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a casing pulling device for pulling out a casing embedded in the ground when constructing a pile hole.

【0002】[0002]

【従来の技術】従来より、リバースサーキュレーション
工法(以下、リバース工法という。)やアースドリル工
法では、杭施工時に、スタンドパイプや表層ケーシング
と呼ばれるケーシングを建込み、地表近くの孔壁の崩壊
防止等を図っている。
2. Description of the Related Art Conventionally, in a reverse circulation method (hereinafter referred to as a reverse method) and an earth drill method, a stand pipe or a casing called a surface casing is built during pile construction to prevent collapse of a hole wall near the surface. Etc.

【0003】そして、リバース工法では、ケーシング内
に水を注入し、ドリル先端の掘削ビットにより掘削する
と共に、土砂を泥水と共に排水して掘削している。ま
た、アースドリル工法では、ケーシング内にドリリング
バケットを挿入して、ドリリングバケットの回転により
掘削し、掘削した土砂はドリリングバケット内に取り込
む。そして、ドリリングバケットを引き上げて、排土す
るようにしている。杭孔形成後、鉄筋籠を挿入すると共
に、コンクリートを打設してから、ケーシングにワイヤ
ロープを連結し、クレーンにより地中から引き抜いてい
た。
In the reverse construction method, water is injected into the casing, the excavation bit at the tip of the drill excavates, and the earth and sand are drained together with the muddy water for excavation. Further, in the earth drill method, a drilling bucket is inserted into the casing, the drilling bucket is rotated to excavate, and the excavated earth and sand is taken into the drilling bucket. Then, the drilling bucket is pulled up to remove the soil. After the pile hole was formed, the reinforcing rod cage was inserted and concrete was placed, and then the wire rope was connected to the casing and pulled out from the ground by the crane.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、ケーシ
ングには孔壁からの側圧が加わっており、容易には引き
抜けず、場合によっては、ワイヤロープが破断し、特
に、ケーシングを建て込んでいた期間が長いと、大きな
引抜力を必要とし、引抜が容易でないという問題があっ
た。
However, since lateral pressure from the hole wall is applied to the casing, it cannot be pulled out easily, and in some cases, the wire rope breaks, especially during the period when the casing was built. When the length is long, there is a problem that a large pulling force is required and the pulling is not easy.

【0005】本発明の課題は、ケーシングを容易に引き
抜くことができるケーシング引抜装置を提供することに
ある。
An object of the present invention is to provide a casing pulling-out device which can pull out the casing easily.

【0006】[0006]

【課題を解決するための手段】かかる課題を達成すべ
く、本発明は課題を解決するため次の手段を取った。即
ち、地中に建て込んだケーシングの両側に設置される一
対のジャッキを備え、該ジャッキ間に梁部材を前記ケー
シング上を横切って張り渡し、該梁部材に前記ケーシン
グの直径に応じた間隔で一対の吊り金具を揺動可能に垂
下し、該吊り金具と前記ケーシングとを接続することを
特徴とするケーシング引抜装置がそれである。
In order to achieve the above object, the present invention takes the following means to solve the problem. That is, a pair of jacks installed on both sides of a casing built in the ground are provided, and a beam member is stretched across the casing between the jacks, and the beam members are provided at intervals according to the diameter of the casing. A casing pulling-out device is characterized in that a pair of hanging metal fittings are swingably suspended and the hanging metal fittings and the casing are connected to each other.

【0007】また、前記吊り金具は、前記梁部材に水平
に支持した支点軸に揺動可能に、かつ、摺動可能に垂下
してもよく、更に、前記吊り金具は、前記支点軸に揺動
可能に、かつ、摺動可能に垂下された第1吊り金具と、
該第1吊り金具に揺動可能に連結され前記ケーシングに
接続される第2吊り金具とを備えてもよい。
Further, the hanging metal fitting may be slidably and slidably hung on a fulcrum shaft horizontally supported by the beam member, and the hanging metal fitting oscillates on the fulcrum shaft. A first suspension fitting that is movably and slidably suspended;
A second suspending member may be provided so as to be swingably connected to the first suspending member and connected to the casing.

【0008】あるいは、前記梁部材は、軸方向に伸縮可
能としてもよく、また、前記梁部材は、分割してその間
に延長部材を介装可能としてもよい。
Alternatively, the beam member may be expandable / contractible in the axial direction, and the beam member may be divided and an extension member may be interposed therebetween.

【0009】[0009]

【発明の実施の形態】以下本発明の実施の形態を図面に
基づいて詳細に説明する。図1に示すように、1はケー
シングで、杭孔の施工時に図示しないバイブロハンマ等
により建て込まれる。ケーシング1には、図4に示すよ
うに、その上縁に一対の貫通孔2,4が予め穿設されて
いる。
Embodiments of the present invention will be described below in detail with reference to the drawings. As shown in FIG. 1, reference numeral 1 denotes a casing, which is built by a vibro hammer or the like (not shown) when constructing a pile hole. As shown in FIG. 4, the casing 1 is provided with a pair of through holes 2 and 4 at its upper edge in advance.

【0010】そして、ケーシング1の両側には一対の油
圧ジャッキ6,8が設置されており、油圧ジャッキ6,
8は油圧シリンダ10,12を備え、油圧シリンダ1
0,12のロッド側がベース14,16に固定されてい
る。そして、両ベース14,16には、それぞれ一対の
ガイド板18〜21が油圧シリンダ10,12に沿って
立設されており、油圧シリンダ10,12のシリンダチ
ューブ外周を摺動可能に支持している。
A pair of hydraulic jacks 6 and 8 are installed on both sides of the casing 1, and the hydraulic jacks 6 and 6 are provided.
8 includes hydraulic cylinders 10 and 12, and hydraulic cylinder 1
The rod sides of 0 and 12 are fixed to the bases 14 and 16. A pair of guide plates 18 to 21 are erected on the bases 14 and 16 along the hydraulic cylinders 10 and 12, respectively, and slidably support the outer circumferences of the cylinder tubes of the hydraulic cylinders 10 and 12. There is.

【0011】また、両油圧シリンダ10,12のシリン
ダチューブ側には、それぞれ取付台22,24が対向し
て固定されており(図4参照)、取付台22,24に
は、梁部材26の両端の固定台28,30が固定されて
いる。梁部材26は、ケーシング1上を横切って取付台
22,24間に張り渡されている。
Mounting bases 22 and 24 are fixed to the cylinder tubes of both hydraulic cylinders 10 and 12 so as to face each other (see FIG. 4). The mounting bases 22 and 24 are provided with beam members 26. The fixed bases 28 and 30 at both ends are fixed. The beam member 26 extends across the casing 1 and is stretched between the mounting bases 22 and 24.

【0012】梁部材26の下面には、一対の支点軸3
2,34が梁部材26の下面から突出された支持部材3
6〜39に挿着されて支持されている。両支点軸32,
34の間隔は、ケーシング1の直径とほぼ等しくなるよ
うに配置されている。尚、梁部材26の上面には、一対
の掛金部材40,42が所定間隔で取り付けられてい
る。
A pair of fulcrum shafts 3 are provided on the lower surface of the beam member 26.
Support member 3 in which 2, 34 are projected from the lower surface of the beam member 26
6 to 39 are inserted and supported. Both fulcrum shafts 32,
The intervals of 34 are arranged so as to be substantially equal to the diameter of the casing 1. A pair of latch members 40 and 42 are attached to the upper surface of the beam member 26 at predetermined intervals.

【0013】両支点軸32,34には、それぞれ第1吊
り金具44,46が揺動可能に、かつ、支点軸32,3
4の軸方向に摺動可能に挿着されて垂下されている。第
1吊り金具44,46には、第2吊り金具48,50が
ピン52,54により揺動可能に連結されて垂下されて
いる。第2吊り金具48,50は、ケーシング1の貫通
孔2,4に挿入されたボルト56,58により、ケーシ
ング1に接続されている(図4参照)。尚、本実施例で
は第1吊り金具44,46、第2吊り金具48,50、
ピン52,54により吊り金具を構成しているが、第1
吊り金具44,46と第2吊り金具48,50とを一体
の部材により構成しても実施可能である。
On both fulcrum shafts 32 and 34, first suspension fittings 44 and 46 are swingable, and fulcrum shafts 32 and 3 are provided.
4 is slidably inserted and hung in the axial direction. The second suspension metal fittings 48, 50 are swingably connected to and suspended from the first suspension metal fittings 44, 46 by pins 52, 54. The second suspension fittings 48, 50 are connected to the casing 1 by bolts 56, 58 inserted into the through holes 2, 4 of the casing 1 (see FIG. 4). In this embodiment, the first hanging metal fittings 44 and 46, the second hanging metal fittings 48 and 50,
The pins 52 and 54 form a hanging fitting, but the first
The hanging metal fittings 44, 46 and the second hanging metal fittings 48, 50 may be formed by an integral member.

【0014】次に、前述した本実施例のケーシング引抜
装置の作動について説明する。杭孔に鉄筋籠を挿入し、
コンクリートを打設した後、ケーシング1を引き抜く際
に、図2(イ)に示すように、掛金部材40,42にワ
イヤロープ60を掛ける。図示しないクレーンにより吊
り上げ、両油圧ジャッキ6,8がケーシング1の両側
に、そして、梁部材26がケーシング1の中心を通って
横切るように設置する。
Next, the operation of the above-mentioned casing withdrawing apparatus of this embodiment will be described. Insert the rebar cage in the pile hole,
When the casing 1 is pulled out after pouring concrete, the wire rope 60 is hung on the latch members 40 and 42 as shown in FIG. It is hoisted by a crane (not shown) so that both hydraulic jacks 6 and 8 are installed on both sides of the casing 1 and the beam member 26 passes through the center of the casing 1 and crosses it.

【0015】その後、第1吊り金具44,46及び第2
吊り金具48,50がケーシング1の直径に応じた間隔
となるように、第1吊り金具44,46を支点軸32,
34に沿って摺動させる。間隔を調整した後、第2吊り
金具48,50とケーシング1とをボルト56,58に
より接続する。
After that, the first suspension fittings 44, 46 and the second
The first suspension fittings 44, 46 are attached to the fulcrum shaft 32, so that the suspension fittings 48, 50 are spaced according to the diameter of the casing 1.
Slide along 34. After adjusting the distance, the second suspension fittings 48, 50 and the casing 1 are connected by the bolts 56, 58.

【0016】そして、油圧シリンダ10,12を伸長側
に駆動して梁部材26を上昇させる。よって、図2
(ロ)に示すように、支持部材36〜39、支点軸3
2,34、第1吊り金具44,46、ピン52,54、
第2吊り金具48,50、ボルト56,58を介してケ
ーシング1が地中から引き抜かれる。ケーシング1は少
しでも地中から引き抜かれると、ケーシング1外周と孔
壁との摩擦抵抗が急激に減少し、その後は小さな力で引
き抜くことができるようになる。よって、油圧シリンダ
10,12は、ケーシング1を完全に引き抜くストロー
クは必要としない。
Then, the hydraulic cylinders 10 and 12 are driven to the extension side to raise the beam member 26. Therefore, FIG.
As shown in (b), the support members 36 to 39 and the fulcrum shaft 3
2, 34, first hanging metal fittings 44, 46, pins 52, 54,
The casing 1 is pulled out from the ground through the second suspension fittings 48, 50 and the bolts 56, 58. When the casing 1 is pulled out from the ground even a little, the frictional resistance between the outer periphery of the casing 1 and the hole wall is drastically reduced, and thereafter it can be pulled out with a small force. Therefore, the hydraulic cylinders 10 and 12 do not require a stroke for completely withdrawing the casing 1.

【0017】油圧シリンダ10,12を最大伸長した後
は、図示しないクレーンにより、全体を吊り上げ、ケー
シング1を完全に引き抜く。また、油圧シリンダ10,
12を縮小側に駆動し、クレーンによりケーシング1を
杭孔から離れた場所に移動して、ゆっくりと地上に降ろ
す。
After maximally extending the hydraulic cylinders 10 and 12, the whole is lifted by a crane (not shown) and the casing 1 is completely pulled out. Also, the hydraulic cylinder 10,
12 is driven to the reduction side, the casing 1 is moved to a place away from the pile hole by the crane, and slowly lowered to the ground.

【0018】このとき、図2(ニ)に示すように、ケー
シング1を地面に接触させた後、クレーンによりケーシ
ング引抜装置を横に移動させながら降ろすと、ケーシン
グ1が横倒しされる。その際、第1吊り金具44,46
及び第2吊り金具48,50が支点軸34、ピン52,
54、ボルト56,58の廻りに相対的に揺動して、ケ
ーシング引抜装置は、ワイヤロープ60に垂直に吊下げ
られた状態に維持される。
At this time, as shown in FIG. 2D, when the casing 1 is brought into contact with the ground and then lowered by moving the casing extracting device laterally by a crane, the casing 1 is laid down sideways. At that time, the first suspension fittings 44, 46
And the second suspension fittings 48, 50 are the fulcrum shaft 34, the pin 52,
By relatively swinging around 54 and bolts 56 and 58, the casing pulling-out device is maintained in a state of being suspended vertically from the wire rope 60.

【0019】そして、図2(ホ)に示すように、ケーシ
ング1が完全に横倒しされた後、ボルト56,58を外
して、第2吊り金具48,50とケーシング1との接続
を解除する。次に、図2(ヘ)に示すように、ケーシン
グ引抜装置を地上に降ろして、作業を終了する。
Then, as shown in FIG. 2 (e), after the casing 1 is completely laid down sideways, the bolts 56 and 58 are removed to disconnect the second suspension fittings 48 and 50 from the casing 1. Next, as shown in FIG. 2F, the casing pulling-out device is lowered to the ground, and the work is completed.

【0020】次に、前述した実施例とは異なる第2実施
例について図4によって説明する。尚、前述した実施例
と同じ部材については同一番号を付して詳細な説明を省
略する。以下同様。本第2実施例では、前述した梁部材
26が異なり、第2実施例の梁部材70は、それぞれ固
定台28,30が取り付けられた角筒部材72,74を
備え、両角筒部材72,74には、I形鋼からなる連結
部材76が摺動可能に挿入されている。両固定台28,
30と連結部材76とは、それぞれシリンダ78,80
により接続されている。
Next, a second embodiment different from the above-mentioned embodiment will be described with reference to FIG. The same members as those in the above-described embodiment are denoted by the same reference numerals, and detailed description thereof will be omitted. The same applies hereinafter. In the second embodiment, the above-mentioned beam member 26 is different, and the beam member 70 of the second embodiment is provided with square tube members 72 and 74 to which the fixing bases 28 and 30 are attached respectively, and both square tube members 72 and 74. A connecting member 76 made of I-shaped steel is slidably inserted in the. Both fixed bases 28,
30 and the connecting member 76 are connected to the cylinders 78 and 80, respectively.
Connected by

【0021】シリンダ78,80を伸縮駆動することに
より、両油圧ジャッキ6,8の間隔を変更することがで
きると共に、第1吊り金具44,46、第2吊り金具4
8,50の間隔を変更することができ、種々の直径のケ
ーシング1に対応することができる。
By extending and retracting the cylinders 78 and 80, the interval between the hydraulic jacks 6 and 8 can be changed, and the first suspension fittings 44 and 46 and the second suspension fitting 4 can be changed.
The spacing of 8, 50 can be varied to accommodate casings 1 of various diameters.

【0022】次、第3実施例について、図5によって説
明する。この第3実施例の梁部材90は、それぞれ固定
台28,30が取り付けられた腕部材92,94を備
え、腕部材92,94にはそれぞれ対向してフランジ部
96,98が設けられている。腕部材92,94の間に
は、両端にフランジ部100,102が設けられた延長
部材104が介装されており、各フランジ部96,9
8,100,102が図示しないボルトにより接合され
ている。
Next, a third embodiment will be described with reference to FIG. The beam member 90 of the third embodiment includes arm members 92 and 94 to which the fixed bases 28 and 30 are attached, and flange portions 96 and 98 are provided on the arm members 92 and 94 so as to face each other. . An extension member 104 having flange portions 100 and 102 provided at both ends is interposed between the arm members 92 and 94, and the flange portions 96 and 9 are provided.
8, 100 and 102 are joined by a bolt (not shown).

【0023】長さの異なる種々の延長部材104を予め
用意し、延長部材104を交換することにより、第2実
施例と同様に、両油圧ジャッキ6,8の間隔を変更する
ことができると共に、第1吊り金具44,46、第2吊
り金具48,50の間隔を変更することができ、種々の
直径のケーシング1に対応することができる。しかも、
簡単な構成で実施できる。
By preparing various extension members 104 having different lengths in advance and exchanging the extension members 104, the distance between the hydraulic jacks 6 and 8 can be changed as in the second embodiment. It is possible to change the interval between the first suspension fittings 44 and 46 and the second suspension fittings 48 and 50, and it is possible to accommodate casings 1 having various diameters. Moreover,
It can be implemented with a simple configuration.

【0024】以上本発明はこの様な実施例に何等限定さ
れるものではなく、本発明の要旨を逸脱しない範囲にお
いて種々なる態様で実施し得る。
As described above, the present invention is not limited to such an embodiment, and can be implemented in various modes without departing from the gist of the present invention.

【0025】[0025]

【発明の効果】以上詳述したように本発明のケーシング
引抜装置は、ケーシングに吊り金具を接続して、ジャッ
キによりケーシングを引き抜くので、ケーシングを確実
に、かつ容易に引き抜くことができ、吊り金具が揺動す
るので引き抜いた後のケーシングを横倒しにすることも
容易にできる。また、吊り金具を支持軸に摺動可能とす
ることにより、ケーシング1の外周に吊り金具の位置を
容易に合わせることができる。更に、梁部材を軸方向に
伸縮、延長部材を介装可能とすることにより、種々の直
径のケーシングに対応することができる。
As described above in detail, in the casing extracting device of the present invention, the hanging metal fitting is connected to the casing and the casing is pulled out by the jack, so that the casing can be reliably and easily pulled out. Since the oscillates, it is easy to lay the casing over after it is pulled out. Further, by making the suspending metal slidable on the support shaft, the position of the suspending metal can be easily aligned with the outer periphery of the casing 1. Further, the beam member can be expanded and contracted in the axial direction, and the extension member can be interposed, so that it is possible to cope with casings having various diameters.

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

【図1】本発明の一実施例としてのケーシング引抜装置
の斜視図である。
FIG. 1 is a perspective view of a casing pulling device as an embodiment of the present invention.

【図2】本実施例のケーシング引抜装置を用いた引抜の
手順を示す説明図である。
FIG. 2 is an explanatory diagram showing a procedure of pulling out using the casing pulling-out device of the present embodiment.

【図3】本実施例のケーシング引抜装置を用いた引抜後
のケーシングを横倒しにする手順を示す説明図である。
FIG. 3 is an explanatory diagram showing a procedure of laying down a casing after being pulled out by using the casing pulling-out device of the present embodiment.

【図4】第2実施例のケーシング引抜装置の正面図であ
る。
FIG. 4 is a front view of a casing pulling-out device according to a second embodiment.

【図5】第3実施例のケーシング引抜装置の正面図であ
る。
FIG. 5 is a front view of a casing pulling-out device according to a third embodiment.

【符号の説明】[Explanation of symbols]

1…ケーシング 6,8…油圧ジャッキ 26,70,90…梁部材 32,34…支点軸 44,46…第1吊り金具 48,50…第2吊り金具 104…延長部材 DESCRIPTION OF SYMBOLS 1 ... Casing 6, 8 ... Hydraulic jack 26, 70, 90 ... Beam member 32, 34 ... Support shaft 44,46 ... First suspension metal fitting 48, 50 ... Second suspension metal fitting 104 ... Extension member

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 地中に建て込んだケーシングの両側に設
置される一対のジャッキを備え、該ジャッキ間に梁部材
を前記ケーシング上を横切って張り渡し、該梁部材に前
記ケーシングの直径に応じた間隔で一対の吊り金具を揺
動可能に垂下し、該吊り金具と前記ケーシングとを接続
することを特徴とするケーシング引抜装置。
1. A pair of jacks installed on both sides of a casing built in the ground, wherein a beam member is stretched across the casing between the jacks, and the beam member is provided to the beam member according to the diameter of the casing. A casing pulling-out device, characterized in that a pair of hanging fittings are oscillatedly suspended at different intervals to connect the hanging fittings to the casing.
【請求項2】 前記吊り金具は、前記梁部材に水平に支
持した支点軸に揺動可能に、かつ、摺動可能に垂下した
ことを特徴とする請求項1記載のケーシング引抜装置。
2. The casing pulling-out device according to claim 1, wherein the suspending metal hangs slidably and slidably on a fulcrum shaft horizontally supported by the beam member.
【請求項3】 前記吊り金具は、前記支点軸に揺動可能
に、かつ、摺動可能に垂下された第1吊り金具と、該第
1吊り金具に揺動可能に連結され前記ケーシングに接続
される第2吊り金具とを備えたことを特徴とする請求項
2記載のケーシング引抜装置。
3. The hanging metal fitting is connected to the casing so as to swingably and slidably hang on the fulcrum shaft and a first hanging metal fitting swingably connected to the first hanging metal fitting. The second pulling metal fitting is provided, The casing pulling-out device according to claim 2, wherein.
【請求項4】 前記梁部材は、軸方向に伸縮可能とした
ことを特徴とする請求項1ないし請求項3記載のケーシ
ング引抜装置。
4. The casing withdrawing device according to claim 1, wherein the beam member is capable of expanding and contracting in the axial direction.
【請求項5】 前記梁部材は、分割してその間に延長部
材を介装可能としたことを特徴とする請求項1ないし請
求項3記載のケーシング引抜装置。
5. The casing withdrawing apparatus according to claim 1, wherein the beam member is divided and an extension member can be interposed between the divided beam members.
JP27010195A 1995-10-18 1995-10-18 Casing extraction device Expired - Fee Related JP3177136B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27010195A JP3177136B2 (en) 1995-10-18 1995-10-18 Casing extraction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27010195A JP3177136B2 (en) 1995-10-18 1995-10-18 Casing extraction device

Publications (2)

Publication Number Publication Date
JPH09111763A true JPH09111763A (en) 1997-04-28
JP3177136B2 JP3177136B2 (en) 2001-06-18

Family

ID=17481555

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27010195A Expired - Fee Related JP3177136B2 (en) 1995-10-18 1995-10-18 Casing extraction device

Country Status (1)

Country Link
JP (1) JP3177136B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004116020A (en) * 2002-09-24 2004-04-15 East Japan Railway Co Removal method and drawing device for existing pile
CN101831913A (en) * 2010-04-23 2010-09-15 武汉一冶交通工程有限责任公司 Method for jacking steel casting of bored pile by using jacks
JP2014109123A (en) * 2012-11-30 2014-06-12 Nippon Hume Corp Pile hanging device, pile, and pile burying method
CN106013152A (en) * 2016-06-08 2016-10-12 中国十七冶集团有限公司 Cast-in-situ bored pile steel protection pipe recycling device without damage
KR102414165B1 (en) * 2021-11-22 2022-06-28 (주)화성에스엔씨 Pipe drawing device for groundwater level measurement

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004116020A (en) * 2002-09-24 2004-04-15 East Japan Railway Co Removal method and drawing device for existing pile
CN101831913A (en) * 2010-04-23 2010-09-15 武汉一冶交通工程有限责任公司 Method for jacking steel casting of bored pile by using jacks
JP2014109123A (en) * 2012-11-30 2014-06-12 Nippon Hume Corp Pile hanging device, pile, and pile burying method
CN106013152A (en) * 2016-06-08 2016-10-12 中国十七冶集团有限公司 Cast-in-situ bored pile steel protection pipe recycling device without damage
CN106013152B (en) * 2016-06-08 2018-02-02 中国十七冶集团有限公司 A kind of cast-in-situ bored pile steel pile casting recycling installment without damage
KR102414165B1 (en) * 2021-11-22 2022-06-28 (주)화성에스엔씨 Pipe drawing device for groundwater level measurement

Also Published As

Publication number Publication date
JP3177136B2 (en) 2001-06-18

Similar Documents

Publication Publication Date Title
CN101550697A (en) Pulling-out method of underground piles by sleeving, vibrating and punching
CN111119180A (en) Underground pile foundation clearing construction method in complex environment
JPS6319328A (en) Method and apparatus for constructing turning-penetrating type large-diameter steel tube
JPH09111763A (en) Device for pulling-out casing
JP6068774B1 (en) Earth retaining prior construction method using adjustable erection
CN211037053U (en) Suspension protection structure for pipe well
CN113089654B (en) Construction process of hole digging pile in complex soil layer and steel casing for construction
JPH07145616A (en) Cast-in-place concrete piling method
JP3363401B2 (en) Inner formwork apparatus for shaft and construction method of mortar side wall of shaft by using the same
CN210507443U (en) Pile pulling device
JP3827309B2 (en) Auxiliary pile method and embedded pile method
JP2003342952A (en) Positioning jig for reinforcing bar
JP2005061205A (en) Enlarging excavating device and pile bottom enlarging method
JPH11229740A (en) Subsoil excavation method and device
CN216108512U (en) Synchronous hoisting structure for multiple lengthened sounding pipes of foundation pit reverse construction method cast-in-place pile
CN110485422B (en) Pile pulling construction method of pile pulling device
CN219547809U (en) Filling pile positioning grouting frame
CN218861534U (en) Reinforcing cage transfer centering device for construction of ultra-long cast-in-situ bored pile
CN113089685B (en) Anchor cable drilled pile structure for deep foundation pit support and support method thereof
JPH0343520A (en) Method of setting bottom die frame in reverse winding process
JPH07985B2 (en) Expandable and contractible liner form and its shaft excavation method
JPH08109634A (en) Earth retaining method and earth retaining timbering device
JPH0224419A (en) Simultaneous backfilling with pile drawing, and pile drawer
JP2540639Y2 (en) Utility pole installation tool
JP3396025B2 (en) Vertical excavation method and device

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees