JP2525575Y2 - Rotary buried pile holding device - Google Patents

Rotary buried pile holding device

Info

Publication number
JP2525575Y2
JP2525575Y2 JP1993030179U JP3017993U JP2525575Y2 JP 2525575 Y2 JP2525575 Y2 JP 2525575Y2 JP 1993030179 U JP1993030179 U JP 1993030179U JP 3017993 U JP3017993 U JP 3017993U JP 2525575 Y2 JP2525575 Y2 JP 2525575Y2
Authority
JP
Japan
Prior art keywords
support
pile
enclosure
rod
rod body
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 - Lifetime
Application number
JP1993030179U
Other languages
Japanese (ja)
Other versions
JPH0627933U (en
Inventor
恒彦 中岡
義則 笈田
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.)
Hokukon Co Ltd
Original Assignee
Hokukon Co 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 Hokukon Co Ltd filed Critical Hokukon Co Ltd
Priority to JP1993030179U priority Critical patent/JP2525575Y2/en
Publication of JPH0627933U publication Critical patent/JPH0627933U/en
Application granted granted Critical
Publication of JP2525575Y2 publication Critical patent/JP2525575Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、施工地盤に形成した杭
挿入孔に杭が回転埋設されて杭下端部分が根固め部の所
要位置に挿入された後、杭頭部が所定位置に固定状態と
なるまでの間、杭を吊下状態に保持する回転埋設杭の保
持装置に関するものである。
[Industrial application field] The present invention is based on the idea that a pile is rotated and buried in a pile insertion hole formed in the construction ground, and a lower end portion of the pile is inserted into a required position of a solidification portion, and then a pile head is fixed at a predetermined position. The present invention relates to a rotary buried pile holding device that holds a pile in a suspended state until the pile is brought into a suspended state.

【0002】[0002]

【従来の技術】施工地盤に形成した杭挿入孔に杭を回転
埋設する場合、杭挿入孔下端に築造された根固め部の所
要位置に杭下端部分が挿入された後、杭頭部が所定位置
に固定状態となるまでの間(即ち、杭下端部分が根固め
部に所要に定着状態となるまでの間)、杭を吊下状態に
保持する必要がある。
2. Description of the Related Art When a pile is rotatably buried in a pile insertion hole formed in a construction ground, a pile head is inserted into a required position of a pile-consolidating portion built at a lower end of the pile insertion hole, and then a pile head is fixed. It is necessary to hold the pile in a suspended state until the pile is fixed at the position (that is, until the lower end of the pile is fixed to the rooting portion as required).

【0003】この保持は、従来、図9に示す重機aを用
いて行っていた。該重機の概略構成及びそれによる杭の
保持要領を説明すれば以下のようである。
Conventionally, this holding has been performed using a heavy equipment a shown in FIG . The schematic configuration of the heavy equipment and the method of holding the pile by the heavy equipment will be described below.

【0004】即ち、該重機aは、地盤に立設される高さ
の高い支柱部材bに、ワイヤcに吊下されて上下動する
オーガモータdを設け、該オーガモータdの回転軸に、
杭挿入孔を掘削する掘削ロッド又は杭を回転埋設する杭
挿入ロッドを選択的に連結可能として、両ロッドの使い
分けにより、杭挿入孔掘削作業と杭回転埋設作業の両方
の作業を行うことができるものである。
That is, the heavy equipment a is provided with an auger motor d suspended vertically by a wire c on a tall support member b erected on the ground, and a rotating shaft of the auger motor d is provided on a rotating shaft of the auger motor d.
It is possible to selectively connect a drilling rod for drilling a pile insertion hole or a pile insertion rod for rotating and embedding a pile, and by using both rods properly, it is possible to perform both the work of excavating the pile insertion hole and the operation of rotating and embedding the pile. Things.

【0005】そして該杭挿入ロッドeは、その上端がオ
ーガモータdに連結されるとともにその下端には、杭f
の頭部f1をチャックするキャップgを具えている。該
キャップgは、図10に示す如く、杭頭部f1を挿入さ
せることができる下方開放の円筒状をなし、その周面部
には、縦開口部hの上端に横開口部iを連設したL字状
の係止開口部jが設けられている。
The pile insertion rod e has an upper end connected to the auger motor d and a lower end provided with a pile f.
Is provided with a cap g for chucking the head f1. As shown in FIG. 10 , the cap g has a cylindrical shape that is open downward and into which the pile head f1 can be inserted, and a lateral opening i is continuously provided on the peripheral surface at the upper end of the vertical opening h. An L-shaped locking opening j is provided.

【0006】そしてキャップgへの杭頭部挿入により、
杭頭部f1の上端において外方に突出する係止ピンkが
縦開口部hの上端に位置せしめられ、然る後キャップg
が正回転F1することにより、係止ピンkが横開口部i
と係合状態となって杭頭部f1がチャックされるように
なされている。逆にキャップgが逆回転F2することに
より、係止ピンkが横開口部iから外れて、杭頭部f1
のチャック状態が解除されるようになされている。
[0006] Then, by inserting the pile head into the cap g,
An outwardly protruding locking pin k at the upper end of the pile head f1 is located at the upper end of the vertical opening h, and then the cap g
Makes a forward rotation F1 so that the locking pin k is moved to the side opening i.
And the pile head f1 is chucked. Conversely, when the cap g rotates in the reverse direction F2, the locking pin k is disengaged from the lateral opening i and the pile head f1
Is released from the chuck state.

【0007】然して、オーガモータdに連結された杭挿
入ロッドの下端のキャップgに杭頭部f1をチャックせ
しめて後、オーガモータdを正回転F1させつつ下降さ
せると、杭fは回転埋設され、最終的に、杭下端部分f
2が根固め部mの所要位置に挿入状態とされる。
However, after the pile head f1 is chucked to the cap g at the lower end of the pile insertion rod connected to the auger motor d, and the auger motor d is lowered while rotating the auger motor d in the normal rotation F1, the pile f is rotated and buried. The lower end of the pile f
2 is inserted into a required position of the root compaction m.

【0008】その後、杭下端部分f2を根固め部mに定
着させる目的で、重機によりそのまま、杭を所要時間吊
下状態で保持することとしていた。
[0008] Thereafter, in order to fix the lower end portion f2 of the pile to the mounding portion m, the pile is held in a suspended state for a required time by a heavy machine.

【0009】[0009]

【考案が解決しようとする課題】しかしながら、このよ
うに重機を用いて杭を保持する場合には、杭の埋設施工
精度が悪い問題があり、又重機の効率的な活用が図れな
い問題があった。即ち、
[Problems to be solved by the present invention] However, when a pile is held by using a heavy machine as described above, there is a problem that the pile laying accuracy is poor and that there is a problem that the heavy machine cannot be used efficiently. Was. That is,

【0010】 施工精度に関しての問題点 根固め部に杭下端部分が挿入された杭を杭頭部が所要位
置に固定状態となるまで保持する時間は、地盤状態に適
合させて設定されなければならない。しかし従来におい
ては、杭挿入孔の掘削や杭の回転埋設に用いられる重機
そのものを、杭の保持に用いていたため、時間当たりの
使用コストが高価に付く重機の作業効率を考慮して、保
持時間は通常約20分程度(経験的に一応の杭定着が達
成されると考えられていた時間)に設定されており、こ
の時間経過後、オーガモータの逆回転によってキャップ
を杭頭部から取り外していた。そのため、地盤状態によ
っては杭定着を確実に行いうる場合もあったが、杭がそ
の後自重で沈下する場合が往々にしてあり、埋設された
各杭の杭頭部位置が精度よく揃わないことが多かった。
Problems Regarding Construction Accuracy The time required to hold the pile with the pile lower end portion inserted in the rooting portion until the pile head is fixed at the required position must be set in accordance with the ground condition. . However, in the past, heavy equipment used for excavation of pile insertion holes and rotary embedding of piles was used for holding piles. Is usually set to about 20 minutes (the time when it was empirically thought that a certain amount of pile fixation was achieved), and after this time, the cap was removed from the pile head by reverse rotation of the auger motor. . For this reason, depending on the state of the ground, there were cases where piles could be firmly anchored, but piles often settled under their own weight afterwards, and the pile head position of each buried pile was not accurately aligned. There were many.

【0011】ところで杭の最終埋設状態において、杭頭
部をチャックしたキャップが地表に露出する場合には、
横開口部における係止ピンの位置を目視観察することに
より、チャック解除時期を一応推測できた。即ち、図1
に示すように係止ピンkが横開口部の下縁nに接した
状態にあれば、杭がキャップに吊り下がっていて定着が
不完全であることを推測できた。逆に図10において一
点鎖線で示すように係止ピンkが横開口部の上縁oに接
した状態にあれば、杭がキャップに吊り下がった状態に
なく、従ってチャックを解除しても一応問題がないと見
当を付けることができた。
[0011] By the way, in the final burial state of the pile, if the cap that has chucked the pile head is exposed on the ground,
By visually observing the position of the locking pin in the lateral opening, the timing for releasing the chuck could be estimated for the time being. That is, FIG.
If the locking pin k is in contact with the lower edge n of the lateral opening as shown in FIG. 0 , it can be inferred that the pile is hung on the cap and fixing is incomplete. Conversely, if the locking pin k is in contact with the upper edge o of the lateral opening as shown by the one-dot chain line in FIG. 10 , the pile is not hung on the cap, and thus even if the chuck is released I was able to get a good idea.

【0012】しかしながら、杭の最終埋設状態におい
て、キャップが図9に示す如く杭挿入孔内に隠れる場合
には、横開口部における係止ピンの位置を目視観察すら
できないために、全く勘に頼ってチャック解除時期を決
めなければならなかった。そのため、チャックを解除し
たつもりでキャップを引き上げたところ杭までが引き上
げられてしまう最悪の事態を招くこともあった。
However, if the cap is hidden in the pile insertion hole as shown in FIG. 9 in the final buried state of the pile, the position of the locking pin in the lateral opening cannot be visually observed. Had to decide when to release the chuck. As a result, the worst case where the pile was lifted when the cap was lifted with the intention of releasing the chuck sometimes occurred.

【0013】杭頭部位置が設計通りに設定されていない
と、地盤の根切り後に、設計よりも高い杭については切
断を要し逆に低い杭については鉄筋で補強して高価なフ
ーチングを構築しなければならない等、著しい不経済が
あった。
[0013] If the pile head position is not set as designed, after excavation of the ground, an expensive footing is constructed by cutting a pile higher than the design and reinforcing a low pile with a reinforcing bar. There was a significant uneconomic, such as having to do it.

【0014】 重機活用効率上の問題点 前記のように、重機による杭の保持に通常約20分程度
という比較的長い時間を要したのであるが、この時間を
重機本来の仕事(杭挿入孔の掘削、杭の回転埋設)のた
めに活用できれば、重機(そのオペレータを含む)の活
用効率を向上させることができて、その分施工コストの
低減を期しうることとなるのであり、従来の杭保持に
は、施工コストの面からも改善の余地が多分にあった。
Problems with Heavy Machinery Efficiency As described above, it took a relatively long time, usually about 20 minutes, to hold a pile by a heavy machine. If it can be used for excavation and rotary burial of piles, it is possible to improve the utilization efficiency of heavy equipment (including its operators) and to reduce the construction cost accordingly. There was much room for improvement in terms of construction costs.

【0015】本考案は、このような問題点を解決しうる
回転埋設杭の保持装置の提供を目的とするものである。
An object of the present invention is to provide a rotary buried pile holding device capable of solving such problems.

【0016】[0016]

【課題を解決するための手段】上記課題を解決するため
本考案は以下の如き手段を採用する。
Means for Solving the Problems To solve the above problems, the present invention employs the following means.

【0017】即ち本考案に係る回転埋設杭の保持装置
(以下保持装置という)は、重機のオーガモータに着脱
自在に連結されて垂下するロッド本体10の下端に、杭
6の頭部7をチャックするチャック装置9を有し、垂直
な軸線回りに回転せしめられる杭挿入ロッド2と、支持
台を介して地盤に設置されて前記杭挿入ロッド2を支承
する支承具5とを具え、該杭挿入ロッド2のロッド本体
10は、その周面部に係止突部11が突設されてなる。
そして前記支承具5は、ロッド本体10を周方向に取り
囲む筒状の囲体29の壁部30の内面側に、前記係止突
部11を下方より支持する支承部23を突設してなり、
又、前記囲体22の壁部の外面部には、その下端から稍
上側に退いた部位において、外方向に突出する設置用鍔
部64を囲体の周方向に沿って形成し、前記囲体のうち
該設置用鍔部64よりも下側の部分を、前記支持台の対
向する支持部分間の空所に嵌め込まれる係止環部22a
とし、前記設置用鍔部64を支持台上面に載設可能とし
ことを特徴とするものである。
That is, the holding device (hereinafter referred to as a holding device) of the rotary buried pile according to the present invention chucks the head 7 of the pile 6 at the lower end of the rod body 10 which is detachably connected to the auger motor of the heavy equipment and hangs down. has a chuck device 9, the pile insertion rod 2 is rotated about an axis perpendicular, supporting
A support body 5 installed on the ground via a base to support the pile insertion rod 2, and a rod body of the pile insertion rod 2
10 has a locking projection 11 protruding from its peripheral surface .
Then, the support 5 takes the rod body 10 in the circumferential direction.
The locking projection is provided on the inner surface side of the wall portion 30 of the surrounding cylindrical enclosure 29.
And a support portion 23 for supporting the portion 11 from below is provided.
Also, the outer surface of the wall of the enclosure 22 is slightly
An installation flange that protrudes outward at the part that retreated upward
The part 64 is formed along the circumferential direction of the enclosure, and
The portion below the installation flange 64 is connected to the pair of support bases.
Locking ring portion 22a fitted in a space between opposed support portions
The installation flange 64 can be mounted on the upper surface of the support base.
It is characterized in that the.

【0018】前記保持装置において、支承具5は次のよ
うに構成するのがよい。その一の態様としては、半割筒
部31,32の一端部分相互が開閉可能に枢着され、該
半割筒部31,32の他端部分相互を着脱自在に連結す
ることにより、前記ロッド本体10を挿通せしめる囲体
29を形成でき、又該囲体29の壁部30の内面側に
は、前記係止突部11を下方より支持する支承部23が
突設されてなり、又、前記囲体22の壁部の外面部に
は、その下端から稍上側に退いた部位において、外方向
に突出する設置用鍔部64が囲体の周方向に沿って形成
された状態となるように、前記各半割筒部20,21の
外面部に鍔部を突設してなり、前記囲体のうち前記設置
用鍔部64よりも下側の部分を、前記支持台の対向する
支持部分間の空所に嵌め込まれる係止環部29aとし、
前記設置用鍔部64を支持台上面に載設可能としてなる
ものを挙げることができる。
In the holding device, the support 5 is preferably configured as follows. As one aspect, a half cylinder
One end portions of the parts 31 and 32 are pivotally connected to each other so as to be openable and closable.
The other end portions of the half cylinder portions 31 and 32 are detachably connected to each other.
To allow the rod body 10 to pass therethrough
29 can be formed on the inner surface side of the wall 30 of the enclosure 29.
The support portion 23 that supports the locking projection 11 from below is
It is provided on the outer surface of the wall of the enclosure 22.
Is outward at a position that is slightly upward from the lower end.
An installation flange 64 is formed along the circumferential direction of the enclosure.
Of each of the half cylinder sections 20 and 21 so that
A flange is protruded from the outer surface, and the installation
The lower part of the support flange 64 is opposed to the support base.
A locking ring portion 29a to be fitted into the space between the support portions,
An example in which the installation flange portion 64 can be mounted on the upper surface of the support base can be given.

【0019】又支承具の他の態様としては、両端に固定
片部70,71を具えた一対の半割筒部69,69を有
し、両端の固定片部相互を着脱自在に連結することによ
り、前記ロッド本体10を挿通せしめる囲体29を形成
でき、又該囲体29の壁部30の内面側には、前記係止
突部11を下方より支持する支承部23が突設されてな
り、又、前記囲体22の壁部の外面部には、その下端か
ら稍上側に退いた部位において、外方向に突出する設置
用鍔部64が囲体の周方向に沿って形成された状態とな
るように、前記半割筒部63,65の外面部に鍔部を突
設してなり、前 記囲体のうち前記設置用鍔部64よりも
下側の部分を、前記支持台の対向する支持部分間の空所
に嵌め込まれる係止環部29aとし、前記設置用鍔部6
4を支持台上面に載設可能としてなるものを挙げること
ができる。
In another embodiment of the support, the support is fixed at both ends.
It has a pair of half-cylinder sections 69, 69 having pieces 70, 71.
And the fixed pieces at both ends are detachably connected to each other.
Forming an enclosure 29 through which the rod body 10 can be inserted.
The inner surface of the wall 30 of the enclosure 29 is
A support portion 23 for supporting the projection 11 from below is not provided.
In addition, the outer surface of the wall of the enclosure 22 has
Installation that protrudes outward at the part that has receded slightly above
The flange 64 is formed along the circumferential direction of the enclosure.
As shown in FIG.
It was set, than the installation brim portion 64 of the pre-SL enclosure
The lower part is a space between the opposing support parts of the support base.
And a locking ring 29a to be fitted into the
4 can be mounted on the upper surface of the support base .

【0020】前記各保持具において、係止突部11は、
周方向に連続する環状に形成するのがよい。
In each of the holders, the locking projection 11 is
It is preferable to form it into a ring that is continuous in the circumferential direction.

【0021】[0021]

【実施例】以下本考案の実施例を図面に基づいて説明す
る。〔第1実施例〕 図1〜3において本考案に係る保持装置1は、杭挿入ロ
ッド2と、台座3と、支持台4と、支承具5とを具え
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. First Embodiment Referring to FIGS. 1 to 3, a holding device 1 according to the present invention includes a pile insertion rod 2, a pedestal 3, a support 4, and a support 5.

【0022】杭挿入ロッド2は、杭6の頭部7をチャッ
クするチャック装置(本実施例においては、図10に示
すと同様の構成を有するキャップを以て構成されてい
る)9を下端に具えるロッド本体10の周面部に、上下
方向に所要間隔(例えば10cm程度の間隔)を置い
て、周方向に連続する環状の係止突部11を設けてな
り、その上端部2aが重機のオーガモータ12に着脱自
在に連結されて、垂直な軸線回りに回転可能とされてい
る。
The pile insertion rod 2 has at its lower end a chuck device 9 (in this embodiment, a cap having the same configuration as shown in FIG. 10) for chucking the head 7 of the pile 6 . A circumferentially continuous annular locking projection 11 is provided on the peripheral surface of the rod body 10 at a required interval (for example, an interval of about 10 cm) in the vertical direction, and the upper end 2a is provided with an auger motor 12 of a heavy equipment. And is rotatable about a vertical axis.

【0023】前記台座3は、矩形枠13の一側面部両端
に台座片15,15を平行に突設してなり、該台座片1
5,15が、地盤に設けられた杭挿入孔16の開口端1
7を挟んだ状態で、該開口端の周辺に載置される。
The pedestal 3 is formed by projecting pedestal pieces 15, 15 in parallel at both ends of one side face of a rectangular frame 13.
5 and 15 are the open ends 1 of the pile insertion holes 16 provided in the ground.
7 is placed around the opening end with the sheet 7 interposed therebetween.

【0024】又前記支持台4は、矩形枠20の一側面部
の両端に支持片21,21を平行に突設してなる。その
基端寄り部位及び先端寄り部位において台座片15,1
5に支持される。
The support base 4 has support pieces 21 and 21 projecting in parallel from both ends of one side surface of the rectangular frame 20 . The pedestal pieces 15, 1 at the base-end portion and the tip-end portion.
5 supported.

【0025】又前記支承具5は、図4〜5に示す如き開
閉式のものであり、半割筒部31, 32の一端部相互を
開閉可能に枢着するとともに、該半割筒部31,32の
他端部相互を着脱自在に連結可能としてなり、該連結状
態において、前記ロッド本体10を挿通せしめる囲体2
9を構成する。
The support 5 is opened as shown in FIGS.
It is a closed type, and one ends of the half cylinder portions 31 and 32 are mutually connected.
Pivotally openably and closably, and
The other ends can be detachably connected to each other.
In the state, the enclosure 2 through which the rod body 10 is inserted.
9 .

【0026】一方の半割筒部31は、半割円弧片33の
外面部の上下端部位にその周方向に鍔部35,36を突
設してなる。他方の半割筒部32も同様の構成を有し、
半割円弧片37の外面部の上下端に近接させてその周方
向に鍔部39,40を突設してなる。
The half cylinder portion 31 is formed by projecting flange portions 35 and 36 at upper and lower end portions of the outer surface of the half arc piece 33 in the circumferential direction. The other half cylinder portion 32 has the same configuration,
The flange portions 39 and 40 are provided so as to protrude in the circumferential direction near the upper and lower ends of the outer surface portion of the half arcuate piece 37.

【0027】そして、一方の半割筒部31の上下鍔部の
一端側の部分41,42が他方の半割筒部32の上下鍔
部の一端側の部分43,45の外側に重なる状態で、両
半割筒部31,32の一端部分相互が嵌合せしめられて
おり、該上下の重なり部分46,47は、孔心を共通に
して設けられた軸孔を挿通する枢軸49を以て開閉可能
に枢着されている。
Then, the portions 41, 42 on one end side of the upper and lower flange portions of the half cylinder portion 31 overlap the outside portions 43, 45 on the one end side of the upper and lower flange portions of the other half cylinder portion 32. The upper and lower overlapping portions 46 and 47 can be opened and closed by a pivot 49 that passes through a shaft hole provided with a common hole center. Is pivoted to.

【0028】又、一方の半割筒部31の上下鍔部の他端
側の部分50,51が他方の半割筒部32の上下鍔部の
他端側の部分53,55の外側に重なる状態で、両半割
筒部31,32の他端部分相互が嵌合せしめられ、且つ
上下の重なり部分56,57に設けた孔心共通の挿通孔
59,60、61,62に、ハンドル63を有する連結
軸65が着脱自在に挿通せしめられることにより、半割
筒部31,32の他端部分相互が着脱自在に連結され
(図4)、これによって、ロッド本体10を挿通せしめ
る前記囲体29が構成される。
Also, the other half portions 50 and 51 of the upper and lower flange portions of the half cylinder portion 31 overlap the other end portions 53 and 55 of the upper and lower flange portions of the other half cylinder portion 32. In this state, the other end portions of the two half cylinder portions 31 and 32 are fitted with each other, and the handle 63 is inserted into the common through holes 59, 60, 61 and 62 provided in the upper and lower overlapping portions 56 and 57. Is detachably inserted into the connecting shaft 65 having the two ends, so that the other end portions of the half cylinder portions 31 and 32 are detachably connected to each other.
(FIG. 4) This forms the enclosure 29 through which the rod body 10 is inserted.

【0029】該囲体29には、その下端から稍上側に退
いた部位において、前記鍔部36,40からなる設置用
鍔部64が周設されており、図3に示すように、前記囲
体29のうち該設置用鍔部64よりも下側の部分を係止
環部29aとしてなる。
The enclosure 29 is retracted slightly upward from its lower end.
For the installation consisting of the flanges 36 and 40
A flange portion 64 is provided around the periphery, as shown in FIG.
Locks the portion of the body 29 below the installation flange 64
It becomes the ring portion 29a.

【0030】又、囲体29の周面部の上下中央部位(半
割円弧片の上下中央部位)には、120度の角度ピッチ
で3本の支承ボルト66,66,66が螺合されてい
る。本実施例においては、前記一方の半割筒部31に1
本の支承ボルト66が螺合せしめられ、他方の半割筒部
32には2本の支承ボルト66,66が螺合せしめられ
ている。
Further, three bearing bolts 66, 66, 66 are screwed into the upper and lower central portions (upper and lower central portions of the half-arc segments) of the peripheral surface of the enclosure 29 at an angle pitch of 120 degrees. . In this embodiment, one half cylinder portion 31 is
The two supporting bolts 66 are screwed into the other half-cylindrical portion 32.

【0031】然して、施工地盤に形成した杭挿入孔16
に回転埋設されて下端部分25が根固め部26の所要位
置に挿入された杭6(図1)を、本実施例に係る保持装
置1を用いてその状態に保持するには、支承具5を、台
座3と支持台4を介して地盤に設置する。
However, the pile insertion hole 16 formed in the construction ground
The lower end part 25 is the required position of the root fixing part 26
The stake 6 (FIG. 1) inserted into the holder is
In order to hold the position using the device 1, the support 5 is
It is installed on the ground via the seat 3 and the support 4.

【0032】即ち、台座3を、一対の台座片15,15
が杭挿入孔16の開口端17を挟んだ状態となるように
杭挿入孔16の周辺に載置して後、支持台4を、その一
対の支持片(本考案にいう支持部分)21,21がロッ
ド本体10を挟む如く且つ台座片15,15に略直交す
る状態や稍斜め状態にして、その基端寄り部位及び先端
寄り部位で台座片15,15に載置する。
That is, the pedestal 3 is connected to a pair of pedestal pieces 15, 15.
So as to sandwich the open end 17 of the pile insertion hole 16
After being placed around the pile insertion hole 16, the support 4 is
The pair of support pieces (support portions in the present invention) 21 and 21 are locked.
And is substantially perpendicular to the pedestal pieces 15, 15.
To the base end and the tip
It is placed on the pedestal pieces 15, 15 at the shifted part.

【0033】その後図3、図6に示す如く、開いた半割
筒部31,32を、それがロッド本体10を周方向に取
り囲んだ状態に閉じ、且つ前記係止環部29aを支持片
21,21間に挿入状態として(図3)、その設置用鍔
部64を支持片21,21に載置せしめ、該半割筒部の
他端部相互を前記連結軸65で連結して囲体29を形成
する。これにより、該囲体29の壁部30の内面側に
は、ロッド本体に設けた係止突部11,11間に挿入せ
しめられて係止突部11を下方より支持する支承部(支
承ボルトの先端側の部分)23,23,23が突出状態
となり、例えば図3に示す如く、該支承部23に係止突
部の下面部11aが支承されて杭は吊下状態で保持され
る。
Thereafter, as shown in FIG. 3 and FIG.
The cylinder parts 31 and 32 are taken around the rod body 10 in the circumferential direction.
And the locking ring portion 29a is
As shown in FIG.
The portion 64 is placed on the support pieces 21 and 21, and the other end portions of the half cylinder portions are connected to each other by the connection shaft 65 to form the enclosure 29.
I do. Thereby, on the inner surface side of the wall portion 30 of the enclosure 29, a support portion (support bolt) inserted between the locking protrusions 11 provided on the rod body and supporting the locking protrusion 11 from below. , 23, 23, 23 project, and, as shown in FIG. 3 , for example, the lower surface 11a of the locking projection is supported by the support portion 23, and the pile is held in a suspended state.

【0034】杭6を十分な時間保持して杭の頭部7が所
定位置に固定状態となった後に、支承具5とロッド本体
10との一体化状態を解除する。その要領は、連結軸6
5を抜き取ることにより端部相互の連結状態を解除して
行なう。
The pile 6 is held for a sufficient time so that the pile head 7
After being fixed at the fixed position, the support 5 and the rod body
The integrated state with 10 is released. The procedure is as follows.
Release the mutual connection of the ends by extracting 5
Do.

【0035】〔第2実施例〕 図7 は分離式の支承具5を説明するものであり、半割円
弧片69の両端に固定片部70,71を外方に折曲形成
した一対の半割筒部72,73の一対を以てなり、湾曲
凹面74,74を内側にして固定片部70,70、7
1,71を当接させ、且つ該当接状態の固定片部に設け
られている孔心共通の挿通孔にボルト75を挿通し、こ
れにナット76を螺合して緊締することにより、ロッド
本体10を挿通せしめる囲体29を構成できる。
[ Second Embodiment] FIG. 7 is an explanatory view of a separation type support device 5, in which a pair of halves in which fixing pieces 70, 71 are bent outward at both ends of a half-arc segment 69. A pair of split cylinder portions 72, 73 is provided, and the fixed concave portions 70, 70, 7 with the curved concave surfaces 74, 74 inside.
1 and 71 are brought into contact with each other, and a bolt 75 is inserted into a common through hole provided in the fixed piece portion in the corresponding contact state, and a nut 76 is screwed into this to tighten the rod body. It is possible to form an enclosure 29 through which the base 10 can be inserted.

【0036】該囲体29の壁部には、前記第1の実施例
におけると同様に、その下端から稍上側に退いた部位に
おいて、外方向に突出する設置用鍔部(図示されてはい
ないが、図3に示す設置用鍔部64と同様のもの)が囲
体の周方向に沿って形成されるように、前記半割筒部7
2,73の夫々に鍔部(図示されてはいないが、図5に
示す鍔部36、40と同様のもの)を設け、前記囲体の
うち前記設置用鍔部よりも下側の部分を係止環部(図示
されてはいないが、図3に示す係止環部29aと同様の
もの)としてなる。
The wall of the enclosure 29 is provided with the first embodiment.
In the same manner as in
In this case, the installation flange portion projecting outward (Yes
Although not shown, the same as the installation flange 64 shown in FIG.
The half cylinder part 7 is formed along the circumferential direction of the body.
Each of the collars 2 and 73 (not shown, but shown in FIG. 5)
(Similar to the flanges 36 and 40 shown)
The lower part of the installation flange is a locking ring (shown in the figure).
Although not shown, the same as the locking ring portion 29a shown in FIG.
).

【0037】そして一方の半割筒部72の周面部の中央
部には、1本の支承ボルト66が螺合されるとともに、
他方の半割筒部73の周面部の上下中央部位の両端寄り
の部位には支承ボルト66,66が夫々螺合されてお
り、囲体29の壁部30には、3本の支承ボルト66,
66,66が120度の角度ピッチで螺合された状態と
なっている。壁部の内面側に突出する支承ボルトの先端
側の部分が支承部23とされており、図3に示す如く、
該支承部23に係止突部11が下方より支持されて杭は
吊下状態で保持される。なお支承具5は、ロッド本体を
挟んで地盤に設置された支持台の対向する支持部分に載
置される。
One bearing bolt 66 is screwed into the center of the peripheral surface of one half of the cylindrical portion 72.
Bearing bolts 66 and 66 are screwed into portions near both ends of the upper and lower central portions of the peripheral surface of the other half cylinder portion 73, and three bearing bolts 66 are attached to the wall 30 of the enclosure 29. ,
66, 66 are screwed at an angle pitch of 120 degrees. A portion on the distal end side of the bearing bolt protruding toward the inner surface side of the wall portion is a bearing portion 23, and as shown in FIG.
The locking projection 11 is supported from below by the support portion 23, and the pile is held in a suspended state. In addition, the support 5 has a rod body
Placed on the opposite support part of the support stand installed on the ground
Is placed.

【0038】然して、施工地盤に形成した杭挿入孔16
に回転埋設されて下端部分25が根固め部26の所要位
置に挿入された杭6(図1)を、本実施例に係る保持装
置1を用いてその状態に保持するには、図7に示すよう
に、前記一対の半割り筒部72,73がロッド本体10
を挟む如く固定片部70,70、71,71相互を当
させ、ボルト固定して前記囲体29を形成する。このと
き、支承ボルト66を緩めておく。その後、前記係止環
部を支持台の対向する支持部分間の空所に嵌め込み且つ
設置用鍔部を支持台上面に載設する。然る後、支承ボル
ト66,66,66を、その支承部23を係止突部間に
挿入せしめて所要にネジ込むと、支承部23が係止突部
11を下方より支持し、杭6は吊下状態で安定的に保持
される。杭6を十分な時間保持して杭の頭部が所定位置
に固定状態となった後に、支承具5とロッド本体10と
の一体化状態を解除する。その要領は、前記固定片部相
互の連結状態を解除して行なう。
However , the pile insertion hole 16 formed in the construction ground
The lower end part 25 is the required position of the root fixing part 26
The stake 6 (FIG. 1) inserted into the holder is
In order to maintain the state using the device 1, as shown in FIG.
In addition, the pair of half cylinder portions 72 and 73 are
Contacting the as fixing piece portions 70,70,71,71 each other sandwiching the
Then, the enclosure 29 is formed by bolting. This and
Then, the bearing bolt 66 is loosened. Then, the locking ring
Part into the space between the opposing support portions of the support base and
The installation flange is placed on the upper surface of the support base. After that, bearing bol
G, 66, 66, 66, and the bearing 23 between the locking projections.
When it is inserted and screwed in as required, the support part 23
11 is supported from below, and the pile 6 is stably held in a suspended state.
Is done. Hold the pile 6 for a sufficient time and the head of the pile is in the predetermined position
After being fixed to the support member 5 and the rod body 10,
Is released. The procedure is as follows.
It is performed after releasing the mutual connection.

【0039】〔第3実施例〕 図8 は、筒状一体のものとして構成された囲体29の壁
部30に、ロッド本体10に設けた係止突部11を例え
図3に示すように支承する支承部23が突設されてな
る支承具5を例示する。本実施例において支承部23
は、支承ボルト66の先端側の部分を以て形成されてい
る。前記囲体2aの壁部には、前記第1実施例における
と同様に、その下端から稍上側に退いた部位において、
外方向に突出する設置用鍔部(図示されてはいないが、
図3に示す設置用鍔部64と同様のもの)が囲体の周方
向に沿って形成され、前記囲体のうち該鍔部よりも下側
の部分を係止鍔部(図示されてはいないが、図3に示す
係止鍔部29aと同様のもの)としてなる。
Third Embodiment FIG. 8 shows a locking projection 11 provided on a rod body 10 on a wall 30 of an enclosure 29 formed as a cylindrical one as shown in FIG. An example of the support tool 5 in which a support portion 23 for supporting is protruded is illustrated. In this embodiment, the bearing 23 is used.
Is formed with a portion on the tip side of the bearing bolt 66. The wall of the enclosure 2a has the same structure as that of the first embodiment.
In the same way as above,
An outwardly projecting installation flange (not shown,
The same as the installation flange 64 shown in FIG.
And a lower side of the enclosure than the flange portion.
Is a locking flange (not shown, but shown in FIG. 3).
(Similar to the locking flange 29a).

【0040】然して、施工地盤に形成した杭挿入孔16
に回転埋設されて下端部分25が根固め部26の所要位
置に挿入された杭6(図1)を、本実施例に係る保持装
置1を用いてその状態に保持するには、ロッド本体をオ
ーガモータに連結するに先立って、囲体29にロッド本
体10を挿通状態としておく。このとき、支承ボルト6
6を緩めておく。その後、前記係止環部を支持台の対向
する支持部分間の空所に嵌め込み且つ設置用鍔部を支持
台上面に載設する。然る後、支承ボルト66,66,6
6を、その支承部23を係止突部11,11間に挿入せ
しめ、所要にネジ込むと、該支承部23が係止突部11
を下方より支持し、杭6は吊下状態で安定的に保持され
る。杭6を十分な時間保持して杭の頭部が所定位置に固
定状態と なった後に、支承具5とロッド本体10との一
体化状態を解除する。その要領は、押圧ボルト66を緩
めて支承具5をチャック装置上に載せて行なう。
However, the pile insertion hole 16 formed in the construction ground
The lower end part 25 is the required position of the root fixing part 26
The stake 6 (FIG. 1) inserted into the holder is
In order to hold it in that state using the device 1, the rod body must be turned off.
Before connecting to the motor, the rod
The body 10 is inserted. At this time, the bearing bolt 6
Loosen 6 Then, the locking ring portion is opposed to the support base.
Fits into the space between the supporting parts and supports the installation flange
Place on the table top. After that, the bearing bolts 66, 66, 6
6 with its support 23 inserted between the locking projections 11, 11.
When tightened and screwed in as required, the support portion 23
Is supported from below, and the pile 6 is stably held in a suspended state.
You. Hold the pile 6 for a sufficient time and fix the pile head in place.
After the fixed state , one of the support tool 5 and the rod body 10 is
Release the embodied state. The procedure is to loosen the pressing bolt 66
First, the support 5 is placed on the chuck device.

【0041】[0041]

【考案の効果】 本考案に係る保持装置は以上のよう
に構成しているため、支持台を介して地盤に設置される
支承具をロッド本体に装着して後、該支承具が支持台に
載置された状態で、支承部により係止突部を支承せしめ
ることによって、杭下端部分が根固め部の所要位置に挿
入された杭を、その状態を確実に維持して保持すること
ができる。従って埋設杭の杭頭部の位置を設計通りに精
度よく設定でき、杭の埋設施工管理を確実に行うことが
できる。
[Effect of the invention]  The holding device according to the present invention is as described above.
Because it is configured inInstalled on the ground via the support
Attach support to rod bodyAfter that, the support tool is
With it placed,Support the locking projection with the support
The lower end of the pile is inserted into the required position of the
The inserted piles must be maintained and maintained
Can be. Therefore, adjust the position of the pile head of the buried pile as designed.
It can be set up frequently, and the pile burial construction management can be performed reliably.
it can.

【0042】これをより具体的に説明すれば次の如くで
ある。即ち本考案は、囲体下端から稍上側に退いた部位
に設置用鍔部を突設し、且つ該囲体のうち該設置用鍔部
よりも下側の部分を係止環部とする。その結果、
This will be described more specifically as follows. In other words, the present invention is a part that retreats slightly upward from the lower end of the enclosure.
An installation flange portion, and the installation flange portion of the enclosure is provided.
The lower part is defined as a locking ring. as a result,

【0043】1)この係止環部を支持台の対向する支持
部分間の空所に挿入させると、該係止環部と支持部分の
内側面との当接状態の係合によって、例え支持台上面が
傾斜していて囲体が横滑りする恐れがあるときにおいて
も、この横滑りを確実に阻止できることとなる。
1) This locking ring portion is supported by the support base in opposition.
When inserted into the space between the portions, the locking ring and the support portion
Due to the engagement in contact with the inner surface, even if the upper surface of the support
When there is a danger that the enclosure may skid
Also, this side slip can be reliably prevented.

【0044】2)支持台上面が傾斜しているときにおい
ても、前記のように、その横滑りを確実に阻止できるこ
とから、保持装置の横ずれによって設置用鍔部が支持台
から外れてしまう恐れがない。
2) When the upper surface of the support is inclined,
However, as described above, it is necessary to
From the above, the installation flange is supported by the support
There is no danger of falling off.

【0045】3)又、支持台と設置用鍔部との間に高さ
調整片を介在させたときにも、安定よく囲体を支持でき
る。 これら1)、2)、3)の相乗作用によって、回転
埋設された杭をその垂直度を正しく保って安定的に保持
できるのである。
3) In addition, the height between the support base and the installation flange portion
Even when the adjustment piece is interposed, the enclosure can be supported stably.
You. Due to the synergistic action of 1), 2) and 3), rotation
Stable retention of buried piles by maintaining their verticality correctly
You can.

【0046】 又本考案に係る保持装置によるとき
は、杭挿入ロッドが支承具を介して確実に保持されるこ
とから、保持された状態の、杭挿入ロッドをオーガモー
タと切り離すことができる。従って重機は、杭挿入孔の
掘削や杭の回転埋設等の本来の作業を継続して行うこと
ができ、重機の活用効率の向上が図られて施工能率の向
上、施工コストの低減を期しうることとなる。
When using the holding device according to the present invention
Since the pile insertion rod is securely held via the support , the pile insertion rod in the held state can be separated from the auger motor. Therefore, the heavy equipment can continuously perform the original work such as the excavation of the pile insertion hole and the rotary burial of the pile, and the utilization efficiency of the heavy equipment can be improved, thereby improving the construction efficiency and reducing the construction cost. It will be.

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

【図1】本考案に係る保持装置による杭の保持状態を説
明する説明図である。
FIG. 1 is an explanatory view illustrating a holding state of a pile by a holding device according to the present invention.

【図2】保持装置をその使用状態で説明する斜視図であ
る。
FIG. 2 is a perspective view illustrating a holding device in a state of use.

【図3】保持装置による杭の保持状態を説明する断面図
である。
FIG. 3 is a cross-sectional view illustrating a holding state of a pile by a holding device.

【図4】開閉式の保持具を示す斜視図である。FIG. 4 is a perspective view showing an openable / closable holding tool.

【図5】開閉式の保持具を開いた状態を示す斜視図であ
る。
FIG. 5 is a perspective view showing a state where an openable / closable holding tool is opened.

【図6】開閉式の保持具を用いて杭挿入ロッドを支承し
た状態を説明する平面図である。
FIG. 6 is a plan view illustrating a state in which a pile insertion rod is supported using an openable / closable holding tool.

【図7】分離式の保持具を用いて杭挿入ロッドを支承し
た状態を説明する平面図である。
FIG. 7 is a plan view illustrating a state in which a pile insertion rod is supported using a separation-type holder.

【図8】筒状一体のものとして構成された囲体を具える
保持具を説明する斜視図である。
FIG. 8 is a perspective view illustrating a holder having an enclosure configured as a tubular unit.

【図9】従来における、重機による杭の保持要領を説明
する説明図である。
FIG. 9 is an explanatory view illustrating a conventional method of holding a pile by a heavy machine.

【図10】従来の杭保持における杭のチャック部を説明
する説明図である。
FIG. 10 is an explanatory view illustrating a chuck portion of a pile in a conventional pile holding.

【符号の説明】[Explanation of symbols]

1 保持装置 2 杭挿入ロッド 4 支持台 5 支承具 6 杭 7 杭の頭部 9 チャック装置 10 ロッド本体 11 係止突部 16 杭挿入孔 17 開口端 21 支持片 23 支承部 29 囲体 29a 係止環部 30 壁部 31 半割筒部 32 半割筒部 64 設置用鍔部 69 半割筒部 70 固定片部 71 固定片部 REFERENCE SIGNS LIST 1 holding device 2 pile insertion rod 4 support base 5 support 6 pile 7 pile head 9 chuck device 10 rod body 11 locking projection 16 pile insertion hole 17 open end 21 support piece 23 support portion 29 enclosure 29a locking Ring part 30 Wall part 31 Half cylinder part 32 Half cylinder part 64 Flange part for installation 69 Half cylinder part 70 Fixed piece part 71 Fixed piece part

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−169524(JP,A) 特開 昭59−199914(JP,A) 特開 昭51−128804(JP,A) 特開 昭59−27030(JP,A) 実開 平3−21452(JP,U) 実開 昭59−144046(JP,U) 実開 昭52−119268(JP,U) ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-61-169524 (JP, A) JP-A-59-199914 (JP, A) JP-A-51-128804 (JP, A) JP-A-59-1999 27030 (JP, A) Japanese Utility Model 3-21452 (JP, U) Japanese Utility Model 59-144046 (JP, U) Japanese Utility Model 52-119268 (JP, U)

Claims (4)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 重機のオーガモータに着脱自在に連結さ
れて垂下するロッド本体10の下端に、杭6の頭部7を
チャックするチャック装置9を有し、垂直な軸線回りに
回転せしめられる杭挿入ロッド2と、支持台を介して
盤に設置されて前記杭挿入ロッド2を支承する支承具5
とを具え、該杭挿入ロッド2のロッド本体10は、その周面部に係
止突部11が突設されてなり、 前記支承具5は、ロッド本体10を周方向に取り囲む筒
状の囲体29の壁部30の内面側に、前記係止突部11
を下方より支持する支承部23が突設され、 又、前記囲体22の壁部の外面部には、その下端から稍
上側に退いた部位において、外方向に突出する設置用鍔
部64を囲体の周方向に沿って形成し、前記囲体のうち
該設置用鍔部64よりも下側の部分を、前記支持台の対
向する支持部分間の空所に嵌め込まれる係止環部29a
とし、前記設置用鍔部64を支持台上面に載設可能とし
ことを特徴とする回転埋設杭の保持装置。
At the lower end of a rod body detachably connected to an auger motor of a heavy machine and hanging therefrom, a lower end of a rod body is provided with a chucking device for chucking a head portion of a pile, and a pile insert is rotated about a vertical axis. A rod 2 and a support 5 installed on the ground via a support to support the pile insertion rod 2
And the rod body 10 of the pile insertion rod 2 is engaged with the peripheral surface thereof.
A stop projection 11 is provided in a projecting manner, and the support 5 is a cylinder surrounding the rod body 10 in a circumferential direction.
The locking projection 11 is provided on the inner surface side of the wall 30 of the box-shaped enclosure 29.
A support portion 23 is provided to support the housing 22 from below, and the outer surface of the wall of the enclosure 22 is slightly extended from its lower end.
An installation flange that protrudes outward at the part that retreated upward
The part 64 is formed along the circumferential direction of the enclosure, and
The portion below the installation flange 64 is connected to the pair of support bases.
Locking ring portion 29a to be fitted in a space between opposed support portions
The installation flange 64 can be mounted on the upper surface of the support base.
A rotating buried pile holding device, characterized in that:
【請求項2】 重機のオーガモータに着脱自在に連結さ
れて垂下するロッド本体10の下端に、杭6の頭部7を
チャックするチャック装置9を有し、垂直な軸線回りに
回転せしめられる杭挿入ロッド2と、支持台を介して
盤に設置されて前記杭挿入ロッド2を支承する支承具5
とを具え、 該杭挿入ロッド2のロッド本体10は、その周面部に係
止突部11が突設されてなり、 前記支承具5は、半割筒部31,32の一端部分相互が
開閉可能に枢着され、該半割筒部31,32の他端部分
相互を着脱自在に連結することにより、前記ロッド本体
10を挿通せしめる囲体29を形成でき、又該囲体29
の壁部30の内面側には、前記係止突部11を下方より
支持する支承部23が突設され、 又、前記囲体22の壁部の外面部には、その下端から稍
上側に退いた部位において、外方向に突出する設置用鍔
部64が囲体の周方向に沿って形成された状態となるよ
うに、前記各半割筒部20,21の外面部に鍔部を突設
してなり、前記 囲体のうち前記設置用鍔部64よりも下
側の部分を、前記支持台の対向する支持部分間の空所に
嵌め込まれる係止環部29aとし、前記設置用鍔部64
を支持台上面に載設可能とした ことを特徴とする回転埋
設杭の保持装置。
2. A lower part of a rod body 10 which is detachably connected to an auger motor of a heavy machine and has a chucking device 9 for chucking a head 7 of a pile 6 at a lower end thereof, and a pile insert which is rotated about a vertical axis. A rod 2 and a support 5 installed on the ground via a support to support the pile insertion rod 2
Comprising the door, the rod main body 10 of該杭insertion rod 2 is made by the locking projection 11 is projected on the peripheral surface, the bearing member 5, one end portion each other half cylindrical portions 31 and 32
The other end portions of the half-cylinder portions 31 and 32 are pivotally attached to be able to open and close.
The rod body is detachably connected to each other,
10 can be formed, and the
On the inner surface side of the wall portion 30, the locking projection 11 is
A supporting portion 23 for supporting is protruded, and the outer surface of the wall of the enclosure 22 is slightly extended from its lower end.
An installation flange that protrudes outward at the part that retreated upward
The portion 64 is formed along the circumferential direction of the enclosure.
A flange is protruded from the outer surface of each of the half cylinders 20 and 21.
And it will be, below the installation brim portion 64 of the enclosure
Side part in the space between the opposing support parts of the support base.
The engagement collar portion 29a to be fitted thereinto,
A rotating buried pile holding device characterized in that it can be mounted on the upper surface of a support base .
【請求項3】 重機のオーガモータに着脱自在に連結さ
れて垂下するロッド本体10の下端に、杭6の頭部7を
チャックするチャック装置9を有し、垂直な軸線回りに
回転せしめられる杭挿入ロッド2と、支持台を介して
盤に設置されて前記杭挿入ロッド2を支承する支承具5
とを具え、 該杭挿入ロッド2のロッド本体10は、その周面部に係
止突部11が突設されてなり、 前記支承具5は、両端に固定片部70,71を具えた一
対の半割筒部69,69を有し、両端の固定片部相互を
着脱自在に連結することにより、前記ロッド本体10を
挿通せしめる囲体29を形成でき、又該囲体29の壁部
30の内面側には、前記係止突部11を下方より支持す
る支承部23が突設され、 又、前記囲体22の壁部の外面部には、その下端から稍
上側に退いた部位において、外方向に突出する設置用鍔
部64が囲体の周方向に沿って形成された状態となるよ
うに、前記半割筒部63,65の外面部に鍔部を突設し
てなり、前記囲体のうち前記設置用鍔部64よりも下側
の部分を、前記支持台の対向する支持部分間の空所に嵌
め込まれる係止環部29aとし、前記設置用鍔部64を
支持台上面に載設可能とした ことを特徴とする回転埋設
杭の保持装置。
3. A lower part of a rod body 10 which is detachably connected to an auger motor of a heavy equipment and has a chucking device 9 for chucking a head 7 of a pile 6 at a lower end thereof, and a pile insert rotated about a vertical axis. A rod 2 and a support 5 installed on the ground via a support to support the pile insertion rod 2
The rod body 10 of the stake insertion rod 2 has a locking projection 11 projecting from the peripheral surface thereof. The support 5 has fixing pieces 70, 71 at both ends.
It has a pair of half cylinders 69, 69
By connecting detachably, the rod body 10
An enclosure 29 to be inserted can be formed, and a wall of the enclosure 29 can be formed.
On the inner surface side of the support 30, the locking projection 11 is supported from below.
A support portion 23 is provided to project from the lower end of the outer surface of the wall of the enclosure 22.
An installation flange that protrudes outward at the part that retreated upward
The portion 64 is formed along the circumferential direction of the enclosure.
As shown in FIG.
Of the enclosure below the installation flange 64.
In the space between the opposing support portions of the support base.
The engaging collar portion 29a to be embedded is
A rotating buried pile holding device characterized in that it can be mounted on the upper surface of a support base .
【請求項4】 係止突部11が、周方向に連続する環状
に形成されていることを特徴とする請求項1〜3の何れ
かに記載の回転埋設杭の保持装置。
4. The locking projection 11 has an annular shape that is continuous in the circumferential direction.
4. A method according to claim 1, wherein
A device for holding a rotary buried pile according to any of the claims.
JP1993030179U 1992-07-31 1993-05-12 Rotary buried pile holding device Expired - Lifetime JP2525575Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993030179U JP2525575Y2 (en) 1992-07-31 1993-05-12 Rotary buried pile holding device

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP4-59694 1992-07-31
JP5969492 1992-07-31
JP1993030179U JP2525575Y2 (en) 1992-07-31 1993-05-12 Rotary buried pile holding device

Publications (2)

Publication Number Publication Date
JPH0627933U JPH0627933U (en) 1994-04-15
JP2525575Y2 true JP2525575Y2 (en) 1997-02-12

Family

ID=26368480

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993030179U Expired - Lifetime JP2525575Y2 (en) 1992-07-31 1993-05-12 Rotary buried pile holding device

Country Status (1)

Country Link
JP (1) JP2525575Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101436119B1 (en) * 2012-09-11 2014-09-01 주식회사 씨엠파트너스건축사사무소 Holding apparatus for CFT column and the construction method of the CFT column using it
JP2021004538A (en) * 2019-06-27 2021-01-14 ジャパンパイル株式会社 Pile holding jog, pile holding method, and rod

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5125030A (en) * 1974-08-26 1976-03-01 Nippon Telegraph & Telephone Purintano injisochi
JPS51128804A (en) * 1975-05-02 1976-11-10 Minaminihon Kiso Kouji Kk Foundationnpile embedding method
JPS5927030A (en) * 1982-06-28 1984-02-13 Takenaka Komuten Co Ltd Short structural main pillar erecting work and simple jig therefor
JPS59144046U (en) * 1983-03-17 1984-09-26 株式会社小松製作所 Pile driver drilling rod
JPS59167831U (en) * 1983-04-25 1984-11-10 株式会社 長谷川工務店 PC pile lower pile holding device
JPS59199914A (en) * 1983-04-25 1984-11-13 Hasegawa Komuten Co Ltd Connectional erection of pc pile
JPS61169524A (en) * 1985-01-22 1986-07-31 Nippon Concrete Kogyo Kk Method and apparatus for holding pile in prebored expanded foot protection work
JP3021452U (en) * 1995-08-07 1996-02-20 弘美 松下 Play tray ashtray vacuum cleaner

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101436119B1 (en) * 2012-09-11 2014-09-01 주식회사 씨엠파트너스건축사사무소 Holding apparatus for CFT column and the construction method of the CFT column using it
JP2021004538A (en) * 2019-06-27 2021-01-14 ジャパンパイル株式会社 Pile holding jog, pile holding method, and rod

Also Published As

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JPH0627933U (en) 1994-04-15

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