JPH0211462Y2 - - Google Patents

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Publication number
JPH0211462Y2
JPH0211462Y2 JP10661786U JP10661786U JPH0211462Y2 JP H0211462 Y2 JPH0211462 Y2 JP H0211462Y2 JP 10661786 U JP10661786 U JP 10661786U JP 10661786 U JP10661786 U JP 10661786U JP H0211462 Y2 JPH0211462 Y2 JP H0211462Y2
Authority
JP
Japan
Prior art keywords
temporary
temporary pile
pile
pulling
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP10661786U
Other languages
Japanese (ja)
Other versions
JPS6260633U (en
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 filed Critical
Priority to JP10661786U priority Critical patent/JPH0211462Y2/ja
Publication of JPS6260633U publication Critical patent/JPS6260633U/ja
Application granted granted Critical
Publication of JPH0211462Y2 publication Critical patent/JPH0211462Y2/ja
Expired legal-status Critical Current

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【考案の詳細な説明】 この考案は、建設工事で使用した仮設杭を引抜
くための装置に関する。
[Detailed description of the invention] This invention relates to a device for pulling out temporary piles used in construction work.

地下を有する建築工事では仮設用桟橋を設置す
ることが多い。その桟橋や土留用切梁を支えるた
めに多くの仮設杭が打設されている。その仮設杭
は地上階建設前に引抜かれることが望ましいが、
現状は工期、敷地条件、適用工法等により上部躯
体が引抜きに先行することが多い。従つて仮設杭
をそつくり引抜くことができることは少ない。そ
こで、上部空間の制限されたなかで、短かく分割
して回収している。
Temporary piers are often installed in construction projects that involve underground areas. Many temporary piles have been driven to support the pier and earth retaining struts. It is desirable that the temporary piles be pulled out before construction of the ground floor.
Currently, depending on the construction period, site conditions, applicable construction methods, etc., the upper frame is often pulled out first. Therefore, it is rare that temporary piles can be made and pulled out. Therefore, within the limited upper space, we divide it into short pieces and collect them.

しかし、従来の仮設杭の引抜きは、第1図ない
し第4図に示すように作業工数が多く、かつ作業
人員も多く必要であつた。第1図では、仮設杭a
をスラブbを反力としてジヤツキg又はウインチ
により引抜き、地盤との縁切りを行つている。こ
の作業は通常鳶工2名で行なう。第2図において
は、仮設杭aの上端と上部スラブに滑車cをセツ
トし、ウインチdにより出来るだけ引抜く。第3
図においては、仮設杭のスラブレベルに貫通孔を
あけ、カンザシeを通し、ウインチdをゆるめて
荷重をあずける。カンザシの上部で仮設杭を切断
し、切断杭を倒して外部へ搬出する。第4図にお
いて、再び残りの仮設杭の上部に滑車fを取付け
て第3図のように引抜きをする。通常第2図ない
し第4図の作業は、鳶工2名、切断工1名で行な
われ、さらに途中階で見はりおよび養生が必要で
あり、作業能率が悪かつた。
However, the conventional method of pulling out temporary piles requires a large number of man-hours and a large number of workers, as shown in FIGS. 1 to 4. In Figure 1, temporary pile a
The slab b is used as a reaction force to pull it out using jacks g or a winch to cut the edge of the slab from the ground. This work is usually carried out by two carpenters. In Fig. 2, a pulley c is set on the upper end of the temporary pile a and the upper slab, and a winch d is used to pull it out as much as possible. Third
In the figure, a through hole is drilled at the slab level of the temporary pile, a kanzashi (e) is passed through it, and the winch (d) is loosened to transfer the load. The temporary pile will be cut at the top of the Kanzashi tree, the cut pile will be knocked down, and it will be carried outside. In FIG. 4, the pulley f is again attached to the top of the remaining temporary pile and pulled out as shown in FIG. Normally, the work shown in Figures 2 to 4 was carried out by two carpenters and one cutter, and additionally, sawing and curing were required at intermediate floors, resulting in poor work efficiency.

本考案の目的は、仮設杭の縁切り、引抜き作業
を能率よく行なえるようにするとともに、引抜き
のための滑車等をスラブに取付けなくとも仮設杭
の引抜きができるようにして、仮設杭の切断長さ
を大きくとれるようにすることである。
The purpose of this invention is to make it possible to efficiently cut the edges of temporary piles and pull them out, and also to make it possible to pull out temporary piles without attaching pulleys or the like to the slab. The aim is to make it possible to increase the strength.

次に図面により本考案の仮設杭の引抜装置を説
明する。引抜装置の架台1は、下面に車輪2を設
けられてスラブ3上の移動可能な走行台1′に載
置される。架台1および走行台1′の側部中央に
仮設杭4を貫通させる通孔5が設けられる。通孔
5は側方に開口し、通孔5を仮設杭4が貫通する
よう走行台1′を設置した後、図に記さない保持
杆により通孔5の開口を適宜閉鎖し得る。走行台
1′の前後端にジヤツキ6を設けて、伸長したと
きに架台1が走行台の車輪2を介することなくス
ラブ3上に反力をとれるようにする。なお、架台
1に下方に張り出し可能な支持脚を設け、架台1
の支持脚をスラブ3上に張り出して架台1が走行
1′を介することなく、スラブ3上に反力をとれ
るようにしてもよい。
Next, the temporary pile extraction device of the present invention will be explained with reference to the drawings. A pedestal 1 of the extraction device is provided with wheels 2 on its lower surface and placed on a movable carriage 1' on a slab 3. A through hole 5 through which the temporary pile 4 passes is provided at the center of the side of the frame 1 and the traveling platform 1'. The through hole 5 is opened laterally, and after the carriage 1' is installed so that the temporary pile 4 passes through the through hole 5, the opening of the through hole 5 can be closed as appropriate with a holding rod (not shown). Jacks 6 are provided at the front and rear ends of the traveling platform 1' so that when the platform 1 is extended, a reaction force can be taken on the slab 3 without passing through the wheels 2 of the traveling platform. Note that the pedestal 1 is provided with support legs that can extend downward, and the pedestal 1
The supporting legs may be extended over the slab 3 so that the reaction force can be taken on the slab 3 without the gantry 1 passing through the travel 1'.

架台1上に仮設杭4の縁切りのための昇降装置
7を設け、該昇降装置7は通孔5の前後位置にそ
れぞれジヤツキ8が設けられて成る。
A lifting device 7 for cutting the edge of the temporary pile 4 is provided on the frame 1, and the lifting device 7 includes jacks 8 at the front and rear positions of the through hole 5, respectively.

各ジヤツキ8上には、通孔5の上方に対峙する
保持装置9が設けられ、引抜き中の仮設杭4の落
下を防止する。保持装置9は偏心摩擦部材10が
揺動可能に基枠11に軸着され、該偏心摩擦部材
10は上方より下方に向つて半径を小に形成さ
れ、また上方より仮設杭4に向つてシリンダ13
により押動されることにより、仮設杭4の上昇を
許すが、下降は摩擦により許さない。なお、偏心
摩擦部材10は、仮設杭4に対する面を歯溝に形
成してもよい。基枠11は、昇降装置7のジヤツ
キ8に取付けた基台12上を横方向に摺動でき、
その摺動は基枠11と基台12間に設けたシリン
ダ14によりなされる。一対の保持装置9におけ
るそれぞれのシリンダ14は、それらシリンダ内
の前室が互いに連通されるとともに、互いに後室
も連通され、加圧制御装置pによりそれらが加圧
されて、仮設杭の引抜き中の傾きに追従して同一
押圧力で仮設杭4を挟持できる。
A holding device 9 is provided on each jack 8 and faces above the through hole 5 to prevent the temporary pile 4 from falling during extraction. In the holding device 9, an eccentric friction member 10 is pivotally attached to a base frame 11 in a swingable manner, and the eccentric friction member 10 is formed so that the radius becomes smaller from the top toward the bottom, and the radius of the eccentric friction member 10 becomes smaller from the top toward the temporary pile 4. 13
The temporary pile 4 is allowed to rise by being pushed, but is not allowed to fall due to friction. Note that the surface of the eccentric friction member 10 that faces the temporary pile 4 may be formed into a tooth groove. The base frame 11 can slide laterally on a base 12 attached to the jack 8 of the lifting device 7,
The sliding movement is performed by a cylinder 14 provided between the base frame 11 and the base 12. The front chambers of the cylinders 14 in the pair of holding devices 9 are communicated with each other, and the rear chambers are also communicated with each other, and they are pressurized by the pressure control device p, so that the temporary pile is being pulled out. The temporary pile 4 can be clamped with the same pressing force following the inclination of .

各保持装置9上には、仮設杭4の引上装置15
が設けられ、この一対の引上装置15は保持装置
と同様に通孔5の上方に対峙する。引上装置の基
枠16に、引上ギヤ17が回転駆動装置18によ
り回転可能に設けられ、該基枠16は保持装置の
基枠11上に取付けた基台19上を横方向に摺動
可能とされ、基枠16と基台19との間に設けた
シリンダ20により引上ギヤ17が仮設杭4に押
圧される。各引上装置におけるシリンダ20は、
保持装置9の場合と同様に、互いの前室が連通さ
れ、かつ互いの後室も連通され、それらは加圧制
御装置p′に連通されて、仮設杭の傾き等があつて
も同一押圧力で追従できるようにつている。
On each holding device 9, a pulling device 15 for the temporary pile 4 is provided.
are provided, and the pair of lifting devices 15 face each other above the through hole 5 similarly to the holding device. A lifting gear 17 is rotatably provided on a base frame 16 of the lifting device by a rotary drive device 18, and the base frame 16 slides laterally on a base 19 mounted on the base frame 11 of the holding device. The pulling gear 17 is pressed against the temporary pile 4 by the cylinder 20 provided between the base frame 16 and the base 19. The cylinder 20 in each pulling device is
As in the case of the holding device 9, the front chambers of each other are communicated with each other, and the rear chambers of each other are also communicated with each other, and these are communicated with the pressure control device p', so that even if the temporary pile is tilted, the same pressure can be maintained. It is attached so that it can be followed by pressure.

架台1の後部上に支柱22が起立され、該支柱
22に支柱回りを旋回し得る旋回装置23を設
け、該旋回装置23に設けたピニオン24が支柱
に設けたラツク25に沿つて回転されることによ
り昇降できるが、この昇降はワイヤと滑車とを利
用して行つてもよい。旋回装置23に横方向に張
り出した回転装置26を設け、該回転装置の先端
に仮設杭の掴み装置27を設け、引抜いた仮設杭
を横転させて走行台上に載置できるようになつて
いる。なお、回転装置26と旋回装置23とはモ
ータ等の回転駆動装置により回転され、掴み装置
27は一体の掴みが軸支部を回転中心に開閉でき
るようにしたものである。
A column 22 is erected on the rear part of the pedestal 1, and the column 22 is provided with a rotating device 23 that can rotate around the column, and a pinion 24 provided on the rotating device 23 is rotated along a rack 25 provided on the column. It can be raised and lowered by using wires and pulleys. The rotating device 23 is provided with a rotating device 26 projecting laterally, and a temporary pile gripping device 27 is provided at the tip of the rotating device, so that the pulled out temporary pile can be rolled over and placed on a running platform. . Note that the rotating device 26 and the turning device 23 are rotated by a rotation drive device such as a motor, and the gripping device 27 is an integrated grip that can open and close around a shaft support.

本考案の仮設杭の引抜装置は上記の通り構成さ
れ、仮設杭を引抜くときは、架台1を仮設杭4の
位置に移動し、仮設杭を通孔5内に位置させ、ジ
ヤツキ6の伸長により架台反力がスラブで受けら
れるようにする。そして保持装置9のシリンダ1
4を伸長操作して仮設杭4を挟持し、昇降装置7
のジヤツキ8を伸長して仮設杭を引上げ縁切りを
する。次に引上装置15のシリンダ20を操作し
て、引上ギヤ17を仮設杭14に押圧し、さらに
引上ギヤを回転させることにより仮設杭を引抜
く。
The temporary pile extraction device of the present invention is constructed as described above, and when pulling out a temporary pile, the frame 1 is moved to the position of the temporary pile 4, the temporary pile is positioned in the through hole 5, and the jack 6 is extended. This allows the reaction force of the pedestal to be received by the slab. and cylinder 1 of holding device 9
4 is extended to hold the temporary pile 4, and the lifting device 7
Extend the jack 8 to pull up the temporary pile and cut the edge. Next, the cylinder 20 of the pulling device 15 is operated to press the pulling gear 17 against the temporary pile 14, and the pulling gear is further rotated to pull out the temporary pile.

この後、昇降装置7を下降して、仮設杭4をス
ラブ間の階高分の長さで切断し、掴み装置27で
掴み、さらに旋回装置23および回転装置26で
横転、旋回し、旋回装置23を下降させて切断し
た仮設杭を走行台1′上に載置する。さらに、仮
設杭を引抜くときは前記と同様の作用をすればよ
い。
After that, the lifting device 7 is lowered, the temporary pile 4 is cut to the length of the floor height between the slabs, is gripped by the gripping device 27, and is further rotated and turned by the turning device 23 and the rotating device 26. 23 is lowered and the cut temporary pile is placed on the traveling platform 1'. Furthermore, when pulling out the temporary pile, the same action as described above may be performed.

以上の通り本考案においては、架台上に仮設杭
の縁切りのための昇降装置と、落下防止のための
保持装置と、引上げのための引上装置とを設けて
いるので、従来のように上方スラブに滑車等を設
けることなく、小人数で迅速にかつ容易に仮設杭
を引抜くことができ、しかも従来のように滑車を
使用した場合より仮設杭の切断長さを大きくで
き、再利用に好都合となる。
As described above, in the present invention, a lifting device for cutting the edge of the temporary pile, a holding device to prevent it from falling, and a lifting device for pulling it up are provided on the pedestal. Temporary piles can be pulled out quickly and easily by a small number of people without installing pulleys on the slab, and the cut length of temporary piles can be made larger than when pulleys are used in the past, making it easier to reuse. It becomes convenient.

また仮設杭の引抜中でも、保持装置が設けられ
ているので誤つて引抜き中の仮設杭が落下するこ
となく、安全に引抜き作業ができる。
Further, even when the temporary pile is being pulled out, since the holding device is provided, the temporary pile being pulled out will not fall by mistake, and the pulling operation can be carried out safely.

さらに引抜き切断した仮設杭は横転、旋回装置
により迅速かつ容易に走行台上に載置でき、作業
性がよい。
Furthermore, the pulled and cut temporary piles can be quickly and easily placed on a traveling platform using a rolling and turning device, resulting in good workability.

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

第1図ないし第4図は従来の仮設杭の引抜状況
を段階的に示す概略説明図、第5図は本考案の引
抜装置の全体側面図、第6図は第5図における保
持装置の平面図、第7図は第5図における引上装
置の平面図、第8図は第5図における横転、旋回
装置の平面図である。 1……架台、4……仮設杭、7……昇降装置、
9……保持装置、10……偏心摩擦部材、15…
…引上装置、17……引上ギヤ、23……旋回装
置、27……掴み装置。
Figures 1 to 4 are schematic explanatory diagrams showing the conventional method of pulling out temporary piles in stages, Figure 5 is an overall side view of the pulling device of the present invention, and Figure 6 is a plan view of the holding device in Figure 5. 7 is a plan view of the pulling device in FIG. 5, and FIG. 8 is a plan view of the rolling and turning device in FIG. 5. 1... Frame, 4... Temporary pile, 7... Lifting device,
9... Holding device, 10... Eccentric friction member, 15...
... Pulling device, 17... Pulling gear, 23... Swivel device, 27... Gripping device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 移動可能な架台に仮設杭を貫通させる通孔を設
けるとともに架台上に昇降装置を設け、該貫通孔
の上方に対峙させて配した一対の保持装置をその
昇降装置上に設け、該保持装置は引抜き中の仮設
杭の落下を防止するようシリンダにより付勢され
た偏心摩擦部材を有し、該保持装置のそれぞれの
上方に引上装置を設け、該引上装置は駆動装置に
より回転される引上ギヤを仮設杭に押圧可能に設
け、また架台上適所に支柱を設け、該支柱には引
抜いた仮設杭を掴んで横転しおよび旋回し得るよ
うにした仮設杭の横転旋回装置を昇降可能に設け
たことを特徴とする仮設杭の引抜装置。
A movable pedestal is provided with a through hole through which the temporary pile passes, and a lifting device is provided on the mount, and a pair of holding devices are provided on the lifting device and are arranged facing each other above the through hole. It has an eccentric friction member biased by a cylinder to prevent the temporary pile from falling during extraction, and a lifting device is provided above each of the holding devices, and the pulling device is a pulling device rotated by a drive device. An upper gear is provided so as to be able to be pressed against the temporary pile, and a support is provided at an appropriate position on the pedestal, and a temporary pile rolling and turning device is installed on the support that can grip the pulled out temporary pile and roll it sideways and turn it. A device for pulling out temporary piles.
JP10661786U 1986-07-11 1986-07-11 Expired JPH0211462Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10661786U JPH0211462Y2 (en) 1986-07-11 1986-07-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10661786U JPH0211462Y2 (en) 1986-07-11 1986-07-11

Publications (2)

Publication Number Publication Date
JPS6260633U JPS6260633U (en) 1987-04-15
JPH0211462Y2 true JPH0211462Y2 (en) 1990-03-23

Family

ID=30982144

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10661786U Expired JPH0211462Y2 (en) 1986-07-11 1986-07-11

Country Status (1)

Country Link
JP (1) JPH0211462Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5584577B2 (en) * 2010-10-07 2014-09-03 大成建設株式会社 Buried material removal device
JP5698407B1 (en) * 2014-09-09 2015-04-08 貞良 宮城 Multi-use thrust hammer

Also Published As

Publication number Publication date
JPS6260633U (en) 1987-04-15

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