JPH0682132U - Rotating buried pile holding device - Google Patents

Rotating buried pile holding device

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Publication number
JPH0682132U
JPH0682132U JP3017893U JP3017893U JPH0682132U JP H0682132 U JPH0682132 U JP H0682132U JP 3017893 U JP3017893 U JP 3017893U JP 3017893 U JP3017893 U JP 3017893U JP H0682132 U JPH0682132 U JP H0682132U
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JP
Japan
Prior art keywords
support
pile
rod
rod body
pieces
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
JP3017893U
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Japanese (ja)
Other versions
JP2525574Y2 (en
Inventor
恒彦 中岡
義則 笈田
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Hokukon Co Ltd
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Hokukon Co Ltd
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Publication date
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Priority to JP1993030178U priority Critical patent/JP2525574Y2/en
Publication of JPH0682132U publication Critical patent/JPH0682132U/en
Application granted granted Critical
Publication of JP2525574Y2 publication Critical patent/JP2525574Y2/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)

Abstract

(57)【要約】 【目的】 杭挿入孔に回転埋設され、且つ下端が根固め
部の所要位置に挿入された杭を、その状態を確実に維持
して所要時間吊下状態に保持する。 【構成】 杭挿入ロッド2と支承具5とを具える。杭挿
入ロッド2は、ロッド本体10の下端で杭6の頭部7を
チャックする。ロッド本体10はオーガモータ12によ
って回転せしめられ、杭挿入孔16に杭6を回転埋設す
る。支承具5は、杭の下端部分25が根固め部26の所
要位置に挿入された後、台座3及び支持台4を介して地
盤に設置され、ロッド本体10を支承する。
(57) [Summary] [Purpose] A pile that is rotationally buried in a pile insertion hole and has its lower end inserted at a required position of the root consolidation part is reliably maintained in that state and held in a suspended state for the required time. [Structure] A pile insertion rod 2 and a support 5 are provided. The pile insertion rod 2 chucks the head 7 of the pile 6 at the lower end of the rod body 10. The rod body 10 is rotated by the auger motor 12, and the pile 6 is rotationally buried in the pile insertion hole 16. The support 5 supports the rod body 10 by being installed on the ground via the pedestal 3 and the support 4 after the lower end portion 25 of the pile is inserted into the root consolidation portion 26 at a required position.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

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。 According to the present invention, after the pile is rotationally buried in the pile insertion hole formed in the construction ground and the lower end of the pile is inserted at the required position of the consolidation part, until the pile head is fixed at the predetermined position, The present invention relates to a rotary buried pile holding device for holding a pile in a suspended state.

【0002】[0002]

【従来の技術】[Prior art]

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。 When piles are rotationally buried in the pile insertion hole formed in the construction ground, the pile head is fixed in place after the pile lower end is inserted at the required position of the root consolidation part built at the lower end of the pile insertion hole. It is necessary to hold the pile in the suspended state until it becomes (that is, until the lower end of the pile is fixed to the root consolidation part as required).

【0003】 この保持は、従来、図19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 machine a shown in FIG. The outline of the structure of the heavy equipment and the method for holding the piles by using it 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 which is suspended from a wire c and moves up and down on a pillar member b having a high height which is erected on the ground, and the pile shaft is inserted into the rotary shaft of the auger motor d. It is possible to selectively connect a drilling rod for excavating an entry hole or a pile inserting rod for rotating and burying a pile.By using both rods properly, it is possible to perform both the work for excavating a pile insertion hole and the work for burying a rotary pile. It is possible.

【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20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 cap g for chucking the head f1 of the pile f. As shown in FIG. 20, the cap g has a cylindrical shape with a downward opening into which the pile head f1 can be inserted, and the peripheral surface of the cap g is connected to the upper end of the vertical opening h and the horizontal opening i. The provided 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f 1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。By inserting the pile head into the cap g, the locking pin k protruding outward at the upper end of the pile head f1 is positioned at the upper end of the vertical opening h, and then the cap g is fixed. The rotation F1 brings the locking pin k into engagement with the lateral opening i so that the pile head portion f1 is chucked. On the contrary, when the cap g is rotated in the reverse direction F2, the locking pin k is disengaged from the lateral opening i, and the chucking state of the pile head f1 is released.

【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f2が根固め部mの所要位置に 挿入状態とされる。[0007] However, after the pile head portion 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 in the forward rotation F1, the pile f is rotatably embedded and finally Therefore, the pile lower end portion f2 is inserted into a required position of the root consolidation portion 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。After that, for the purpose of fixing the lower end portion f2 of the pile to the consolidation portion m, the pile was held in the 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】[Problems to be solved by the device]

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、 However, when the piles are held by using the heavy equipment in this way, there is a problem that the accuracy of burying the piles is poor, and the heavy equipment cannot be efficiently used. 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 concerning construction accuracy The time for holding the pile in which the lower end of the pile is inserted in the root consolidation part until the pile head is fixed in the required position must be set according to the ground condition. I won't. However, in the past, since the heavy machinery itself used for excavating the pile insertion hole and rotary burying of the pile was used for holding the pile, the operating cost of the heavy machinery is high per hour, so the work efficiency of the heavy machinery is taken into consideration. The time is usually set to about 20 minutes (the time when it was empirically thought that tentative pile fixing could be achieved), and after this time, the cap was removed from the pile head by the reverse rotation of the auger motor. It was Therefore, depending on the ground condition, there were cases where piles could be firmly anchored, but the piles often settled later due to their own weight, and the pile head positions of the buried piles were not accurately aligned. There were many cases.

【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20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20において一点鎖線で示すによう 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。By the way, when the cap that chucks the pile head is exposed to the ground in the final buried state of the pile, the chuck release timing can be determined by visually observing the position of the locking pin in the lateral opening. I could guess. That is, as shown in FIG. 20, if the locking pin k was in contact with the lower edge n of the lateral opening, it could be inferred that the pile was hung on the cap and the fixing was incomplete. On the contrary, if the locking pin k is in contact with the upper edge o of the lateral opening as shown by the alternate long and short dash line in FIG. 20, the pile is not in the state of being hung on the cap and therefore the chuck is released. Even so, I was able to figure out if there was no problem.

【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20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, when the cap is hidden in the pile insertion hole as shown in FIG. 20 in the final buried state of the pile, it is not possible to even visually observe the position of the locking pin in the lateral opening portion, which is completely inconceivable. Had to decide when to release the chuck. Therefore, when the cap was pulled up with the intention of releasing the chuck, the stakes could be pulled up in the worst case.

【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。If the pile head position is not set as designed, after cutting the ground, piles higher than the design need to be cut, and conversely, piles lower than the design are reinforced with reinforcing bars to make expensive footing. There was a significant uneconomical situation such as having to build 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 in Utilization Efficiency of Heavy Equipment As described above, it took a relatively long time of about 20 minutes to hold a pile by a heavy equipment. If it can be utilized for excavation and rotary burying of piles, the utilization efficiency of heavy equipment (including its operator) can be improved and the construction cost can be reduced accordingly. There was a lot of room for improvement in the construction of piles in terms of construction cost.

【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 holding device for a rotary buried pile that can solve such problems.

【0016】[0016]

【課題を解決するための手段】[Means for Solving the Problems]

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。 In order 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、直接又は他の部材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 周面部の少なくとも対向部位に係止凹部11が凹設されてなり,又前記支承具5 は、ロッド本体10を挟む一対の支承片22,22を有し、且つ該支承片22に は、前記係止凹部11に挿入せしめられてロッド本体10を支承する支承部23 が設けられていることを特徴とするものである。That is, a holding device for a rotary buried pile (hereinafter referred to as a holding device) according to the present invention chucks a head portion 7 of a pile 6 on a lower end of a rod body 10 which is detachably connected to an auger motor of a heavy machine and hangs down. A pile insertion rod 2 which has a chuck device 9 for rotating around a vertical axis, and a support 5 which is installed on the ground directly or through another member to support the pile insertion rod 2. The rod main body 10 of the pile insertion rod 2 is provided with a locking concave portion 11 at least at a facing portion of a peripheral surface portion thereof, and the support tool 5 has a pair of support pieces 22, 22 for sandwiching the rod main body 10. Further, the support piece 22 is provided with a support portion 23 which is inserted into the locking recess 11 and supports the rod body 10.

【0018】 前記保持装置において、支承具5を次のように構成してもよい。その一例とし ては、前記ロッド本体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、前記係止凹部11に挿入せしめられてロッド本体10を支承する支承部2 3を突設したものを挙げることができる。又他の例としては、前記ロッド本体1 0を囲むU字状乃至コ字状をなす囲体29の壁部30の内面側に、前記係止凹部 11に挿入せしめられてロッド本体10を支承する支承部23を突設したものを 挙げることができる。In the holding device, the support 5 may be configured as follows. As an example thereof, a support portion 23 for supporting the rod body 10 by being inserted into the locking recess 11 on the inner surface side of the wall portion 30 of the tubular enclosure 29 surrounding the rod body 10 in the circumferential direction. Can be mentioned. As another example, the rod body 10 is supported by being inserted into the locking recess 11 on the inner surface side of the wall portion 30 of the U-shaped or U-shaped enclosure 29 that surrounds the rod body 10. It is possible to cite an example in which the supporting portion 23 that supports the projection is provided.

【0019】 このように囲体29を以て支承具を構成する場合、該支承具5は次のように構 成するのが好ましい。その一例としては、半割筒部31,32の一端部分相互を 開閉可能に枢着し、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を挿通させる囲体29を形成せしめ、該囲体2 9の壁部30の内面側に、前記係止凹部11に挿入せしめられてロッド本体10 を支承する支承部23を突設したものを挙げることができる。又他の例としては 、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を挿通させ る囲体29を形成する如くなされ、又該囲体29の壁部30の内面側に、前記係 止凹部11に挿入されてロッド本体10を支承する支承部23が突設されている ものを挙げることができる。In the case of constructing the support tool with the enclosure 29 as described above, the support tool 5 is preferably configured as follows. As an example thereof, one end portions of the half-split tube portions 31 and 32 are pivotally attached to each other so that they can be opened and closed, and the other end portions of the half-split tube portions 31 and 32 are detachably connected to each other, whereby the rod body 10 is An enclosing body 29 through which the rod body 10 is inserted is formed, and a supporting portion 23 that is inserted into the locking recess 11 and supports the rod body 10 is provided on the inner surface side of the wall portion 30 of the enclosing body 29. be able to. As another example, the rod body 10 has a pair of half-split cylinders 69, 69 having fixing pieces 70, 71 at both ends, and the fixing pieces at both ends are detachably connected to each other. Is formed so as to allow the rod body 10 to be inserted therethrough, and a support portion 23, which is inserted into the locking recess 11 and supports the rod body 10, is projectingly provided on the inner surface side of the wall portion 30 of the enclosure 29. You can list the ones you have.

【0020】 かかる保持装置において、係止凹部11は、周方向に連続する環状に形成する のがよい。又支承具5は、支持台4を介して地盤に設置されることがある。この 場合、該支持台4は、ロッド本体10を挟んだ状態で地盤に載置される一対の支 持片21,21を有するものとし、該支持片21,21に前記支承具5を載置す る。又支承具5は、地盤に載置される台座3と該台座3に載置される支持台4を 介して地盤に設置されることがある。この場合、該台座3は、地盤に設けた杭挿 入孔16の開口端17を挟んで該開口端の周辺に載置される一対の台座片15, 15を有するものとし、又支持台4は、ロッド本体10を挟んで台座片15,1 5に載置される一対の支持片21,21を有するものとし、該支持片21,21 に前記支承具5を載置する。In this holding device, the locking recess 11 is preferably formed in an annular shape that is continuous in the circumferential direction. The support 5 may be installed on the ground via the support 4. In this case, the support base 4 has a pair of support pieces 21 and 21 placed on the ground with the rod body 10 sandwiched therebetween, and the support piece 5 is placed on the support pieces 21 and 21. Suru Further, the support 5 may be installed on the ground via the pedestal 3 mounted on the ground and the support base 4 mounted on the pedestal 3. In this case, the pedestal 3 is assumed to have a pair of pedestal pieces 15, 15 placed around the opening end 17 of the pile insertion hole 16 provided in the ground, and the support pedestal 4 Has a pair of support pieces 21 and 21 placed on the pedestal pieces 15 and 15 with the rod body 10 interposed therebetween, and the support 5 is placed on the support pieces 21 and 21.

【0021】 上記において支承片22,22は、端部あるいは中間において一体化されてい てもよく、独立していてもよい。このことは、支持片21,21、台座片15, 15についても同様である。In the above description, the support pieces 22, 22 may be integrated at the ends or in the middle, or may be independent. This also applies to the support pieces 21 and 21 and the pedestal pieces 15 and 15.

【0022】[0022]

【作用】[Action]

然して、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25が 根固め部26の所要位置に挿入された杭(1本杭もしくは所要本数がその端部で 連結された杭)6を、本考案に係る保持装置を用いてその状態に保持する要領は 、直接または他の部材を介して地盤に設置された支承具5の支承部23をロッド 本体10の係止凹部11に係合させて行う。その保持態様を例示すれば次のよう である。 However, a pile in which the pile is rotationally buried in the pile insertion hole formed in the construction ground and the lower end portion 25 of the pile is inserted at the required position of the root consolidation portion 26 (one pile or a pile in which the required number is connected at its end portion). 6) is held in that state by using the holding device according to the present invention, the support recess 23 of the support 5 installed on the ground directly or through another member is used to lock the recess 11 of the rod body 10. To engage. The holding mode is as follows.

【0023】 支承具5が、ロッド本体10を挟む一対の支承片22,22を有する場合は、 その支承部23,23を、ロッド本体10の対向側において係止凹部11に挿入 させ、該支承部23にて係止凹部の上面部11aを支承せしめ、これにより杭を 吊下状態で保持する。When the support 5 has a pair of support pieces 22 and 22 that sandwich the rod body 10, the support portions 23 and 23 are inserted into the locking recess 11 on the opposite side of the rod body 10 to support the support body. The upper portion 11a of the locking recess is supported by the portion 23, thereby holding the pile in a suspended state.

【0024】 支承具5が、ロッド本体を囲む筒状の囲体29を有し或いはU字状乃至コ字状 の囲体29を有する構成である場合は、囲体29の壁部内面側に突設された支承 部23を係止凹部11に挿入させ、該支承部23にて係止凹部の上面部11aを 支承せしめ、これにより杭を吊下状態で保持する。When the support 5 has a tubular enclosure 29 surrounding the rod body or a U-shaped or U-shaped enclosure 29, the wall of the enclosure 29 is located on the inner surface side. The projecting support portion 23 is inserted into the locking recess 11, and the support portion 23 supports the upper surface 11a of the locking recess, thereby holding the pile in a suspended state.

【0025】 支承具5を、支持台4を介して地盤に設置する場合は、その支持片21,21 を、それがロッド本体10を挟んだ状態で地盤に載置し、該支持片22,22に 支承具5を載置する。又支承具5を、台座3と支持台4を介して地盤に設置する 場合は、該台座4を、その台座片15,15が杭挿入孔16の開口端を挟んだ状 態で該開口端の周辺に載置するとともに、支持台4の支持片22,22を、それ がロッド本体10を挟んだ状態で台座片15,15に載置する。そして該支承片 22,22に支承具5を載置せしめる。 このように杭を保持した後、杭挿入ロッド2をオ−ガモ−タ12と切り離す。When the support 5 is installed on the ground via the support base 4, the support pieces 21, 21 are placed on the ground with the rod body 10 sandwiched therebetween, and the support pieces 22, Place the support 5 on 22. When the support 5 is installed on the ground via the pedestal 3 and the support 4, the pedestal 4 is mounted such that the pedestal pieces 15 and 15 sandwich the open end of the pile insertion hole 16. The support pieces 22, 22 of the support base 4 are placed on the base pieces 15, 15 with the rod body 10 sandwiched therebetween. Then, the support tool 5 is placed on the support pieces 22 and 22. After holding the pile in this way, the pile insertion rod 2 is separated from the auger motor 12.

【0026】 杭を充分な時間保持して杭6の頭部7が所定位置に固定状態となった後、支承 具5と係止凹部11との係合状態を解除して支承具5を取り外す。支持台4や台 座3を用いた場合はこれも取り外す。なお開閉式の支承具5の取り外しは、他端 部分の連結状態を解除して行う。例えば、図7に示す連結軸52を抜き取って行 う。又分離式の支承具5の取り外しは、両端の固定片部相互の連結状態を解除し て行う。例えば、図10に示すボルト75を抜き取って行う。After the pile is held for a sufficient time and the head portion 7 of the pile 6 is fixed at a predetermined position, the engagement between the support 5 and the locking recess 11 is released, and the support 5 is removed. . If the support base 4 and the base 3 are used, these are also removed. The opening / closing type support 5 is detached by releasing the connected state of the other end. For example, the connecting shaft 52 shown in FIG. 7 is extracted. Further, the detachable support 5 is detached by releasing the connection between the fixed pieces at both ends. For example, the bolt 75 shown in FIG. 10 is pulled out.

【0027】[0027]

【実施例】【Example】

以下本考案の実施例を図面に基づいて説明する。 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。 An embodiment of the present invention will be described below with reference to the drawings. 1 to 3, the holding device 1 according to the present invention comprises a pile insertion rod 2, a pedestal 3, a support 4, and a support 5.

【0028】 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19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凹部11を設けてなり、そ の上端部2aが重機のオ−ガモ−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 a chucking device (in this embodiment, a cap having the same structure as shown in FIG. 19) 9 for chucking the head 7 of the pile 6 at the lower end. The rod body 10 is provided with a circumferentially continuous annular recess 11 at a predetermined distance (for example, a distance of about 10 cm) in the vertical direction. It is detachably connected to the auger motor 12 and is rotatable about a vertical axis.

【0029】 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15,15が、地盤に設けられた杭挿入孔16の開口端17を 挟んだ状態で、該開口端の周辺に載置される。The pedestal 3 comprises pedestal pieces 15 and 15 projecting from both ends of one side surface of the rectangular frame 13 in parallel, and the pedestal pieces 15 and 15 are opened in a pile insertion hole 16 provided in the ground. It is placed around the open end with the end 17 being sandwiched.

【0030】 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 設してなり、該支持片21,21が杭挿入ロッド2を挟んだ状態で、その基端寄 り部位及び先端寄り部位において台座片15,15に支持される。The support base 4 includes support pieces 21 and 21 projecting from both ends of one side surface of the rectangular frame 20 in parallel, and with the support pieces 21 and 21 sandwiching the pile insertion rod 2, The base pieces 15 and 15 are supported at the base end portion and the tip end portion.

【0031】 又前記支承具5は、例えば楔状をなす一対の支承片22,22を対向して具え るコ字状を呈し、両支承片22,22がロッド本体10を挟んだ状態において、 支承片中間の支承部23(支承片中間の内側部分)が、環状をなす前記係止凹部 11に挿入される。The support 5 has a U-shape having a pair of support pieces 22 and 22 having a wedge shape facing each other. The support pieces 22 and 22 support the rod body 10 in a sandwiched state. The half-supporting part 23 (the inner part of the middle of the supporting part) is inserted into the annular locking recess 11.

【0032】 然して、施工地盤に形成した杭挿入孔16に杭が回転埋設されて杭下端部分2 5が根固め部26の所要位置に挿入された杭(1本杭もしくは所要本数がその端 部で連結された杭)6(図1)を、その状態で保持するに際しては、まず台座3 を、その台座片15,15間に杭挿入孔16の開口端17を挟んで地盤に載置す る。However, a pile in which the pile is rotationally buried in the pile insertion hole 16 formed in the construction ground and the pile lower end portion 25 is inserted at a required position of the root consolidation portion 26 (one pile or a required number of the end portions is used). In order to hold the piles 6 (FIG. 1) connected with each other in that state, first mount the pedestal 3 on the ground by sandwiching the open end 17 of the pile insertion hole 16 between the pedestal pieces 15 and 15. It

【0033】 その後、櫛状の支持台4の支持片21,21を、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。After that, the support pieces 21 and 21 of the comb-shaped support base 4 are placed in a state in which the rod main body 10 is sandwiched and substantially orthogonal to the pedestal pieces 15 and 15 or in a slightly slanted state, and a portion near the base end is provided. And the pedestal pieces 15 and 15 are mounted on the pedestal pieces 15 and 15.

【0034】 然る後、前記係止凹部11の溝底を挟む状態で、支承片22,22の支承部2 3,23を係止凹部11の対向部分に押入し、該支承片の基端寄り部位及び先端 寄り部位を、対向する支持片21,21に支持させる。 これにより、係止凹部11の上面部11aが、支持台4と台座3を介して地盤 に設置された支承具5に支承された状態となり、杭は完全固定の状態で保持され る。After that, the support portions 23 and 23 of the support pieces 22 and 22 are pushed into the opposing portions of the engagement recess 11 while sandwiching the groove bottom of the engagement recess 11, and the base end of the support piece is pushed. The leaning portion and the tip portion are supported by the supporting pieces 21 and 21 facing each other. As a result, the upper surface 11a of the locking recess 11 is supported by the support 5 installed on the ground via the support 4 and the pedestal 3, and the pile is held in a completely fixed state.

【0035】 図4は前記支承片22,22が独立している場合を例示する。この場合、係止 凹部11と係合状態にある支承片22が外れるのを防止するため、止片27を支 持片21に固定しておくのがよい。FIG. 4 illustrates the case where the support pieces 22 and 22 are independent. In this case, in order to prevent the support piece 22 in engagement with the locking recess 11 from coming off, it is preferable to fix the stop piece 27 to the support piece 21.

【0036】 図5は本考案のその他の実施例を示すものであり、囲体29の壁部30の内面 側に、係止凹部11に挿入されてロッド本体10を支承する支承部23を突設し てなる、支承具5を具える。該支承具5は、例えば図6〜8に示す開閉式のもの や、図9〜10に示す分離式のものとして構成される。FIG. 5 shows another embodiment of the present invention, in which the support portion 23, which is inserted into the locking recess 11 and supports the rod body 10, is provided on the inner surface side of the wall portion 30 of the enclosure 29. It is equipped with a support tool 5. The supporting tool 5 is configured as, for example, an open / close type shown in FIGS. 6 to 8 or a separable type shown in FIGS. 9 to 10.

【0037】 図6〜8において開閉式の支承具5は、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29を構成する。In FIGS. 6 to 8, the opening / closing type support tool 5 pivotally connects one end of the half-split tube portions 31 and 32 to each other so as to be able to open and close, and the other end of the half-split tube portions 31 and 32. Can be detachably connected to each other, and in the connected state, an enclosure 29 into which the rod body 10 can be inserted is configured.

【0038】 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。On the other hand, the half-split cylinder part 31 is provided with flange parts 35 and 36 projecting in the circumferential direction at the upper and lower end parts of the outer surface part of the half-split arc piece 33. The other half-divided cylindrical portion 32 also has a similar structure, and is provided with flange portions 39 and 40 projecting in the circumferential direction in proximity to the upper and lower ends of the outer surface portion of the half-divided arc piece 37.

【0039】 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4 6,47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, in a state in which the one end side portions 41 and 42 of the upper and lower flange portions of the one half-split tube portion 31 overlap the outer sides of the one end side portions 43 and 45 of the upper and lower flange portions of the other half split tube portion 32. , One end portions of the two half-divided cylindrical portions 31 and 32 are fitted to each other, and the upper and lower overlapping portions 46 and 47 are opened and closed by a pivot 49 which is inserted through a shaft hole having a common hole center. Possibly pivoted.

【0040】 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6)、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。Further, the other end portions 50 and 51 of the upper and lower flange portions of the one half-split cylinder portion 31 overlap the outsides of the other end portion portions 53 and 55 of the upper and lower flange portions of the other half split cylinder portion 32. In this state, the other end portions of the two half-split tube portions 31 and 32 are fitted to each other, and the handle 63 is inserted into the insertion holes 59, 60, 61 and 62 having the common hole centers provided in the upper and lower overlapping portions 56 and 57. By connecting the connecting shaft 65 having the above-mentioned shape, the other end portions of the half-split tube portions 31 and 32 are detachably connected to each other (FIG. 6), whereby the rod main body 10 can be inserted. A body 29 is constructed.

【0041】 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、1 20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 support bolts 66, 66, 66 are screwed into the upper and lower central portions (upper and lower central portions of the half-circular arc pieces) of the peripheral surface portion of the enclosure 29 at an angular pitch of 120 degrees. There is. In the present embodiment, one bearing bolt 66 is screwed onto the one half-split cylinder portion 31, and two bearing bolts 66, 66 are screwed onto the other half-split cylinder portion 32. ing.

【0042】 然して、図7に示すように開いた半割筒部31,32を、図6、図8に示す如 くそれがロッド本体10を周方向に取り囲んだ状態に閉じて後、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を形成すると、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凹部11に挿入せしめられてロッド 本体10を支承する支承部(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5に示す如く、該支承部23に係止凹部の上面部11a が支承されて杭は吊下状態で保持される。However, after the half-split tube portions 31 and 32 opened as shown in FIG. 7 are closed so as to surround the rod body 10 in the circumferential direction as shown in FIG. 6 and FIG. When the enclosure 29 is formed by connecting the other ends of the split tube portion with the connecting shaft 65, the inner surface of the wall 30 of the enclosure 29 is inserted into the locking recess 11 provided in the rod body. As a result, the supporting portions 23, 23, 23 for supporting the rod main body 10 (the end portions of the supporting bolts) 23, 23, 23 are in a protruding state, and, for example, as shown in FIG. It is supported and the pile is held in a suspended state.

【0043】 図9〜10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、71,71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。9 to 10 illustrate the separable supporting member 5, and a pair of half-split cylindrical portions 72 in which fixing pieces 70 and 71 are outwardly bent at both ends of a half-split arc piece 69. , 73, and the fixed piece portions 70, 70, 71, 71 are brought into contact with the curved concave surfaces 74, 74 inside, and the common hole centers provided in the fixed piece portions in the corresponding contact state. By inserting the bolt 75 into the insertion hole and screwing the nut 76 into the insertion hole to tighten the bolt 75, the enclosure 29 into which the rod body 10 can be inserted can be configured.

【0044】 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、例えば図5に示す如く、該支承部23が係止凹部11に挿入されそ の上面部11aが支承されて、杭は吊下状態で保持される。図9〜10において 、支承具5は、ロッド本体を挟んで地盤に設置された一対のH型支持片21,2 1に載置されている。One bearing bolt 66 is screwed into the central portion of the peripheral surface portion of the one half-divided cylinder portion 72, and both ends of the upper and lower central portions of the peripheral surface portion of the other half-divided cylinder portion 73 are offset. The support bolts 66, 66 are respectively screwed into the positions of, and the three support bolts 66, 66, 66 are screwed into the wall portion 30 of the enclosure 29 at an angle pitch of 120 degrees. It has become. The end portion of the bearing bolt protruding toward the inner surface of the wall portion is a bearing portion 23. For example, as shown in FIG. 5, the bearing portion 23 is inserted into the locking recess 11 and the upper surface portion 11a thereof is supported. Then, the pile is held in a suspended state. 9 to 10, the support 5 is placed on a pair of H-shaped support pieces 21 and 21 installed on the ground with the rod body interposed therebetween.

【0045】 図11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に設けた係止凹部11に挿入せしめられて係止凹部の上面部11aを例えば 図5の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。なお図 11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。FIG. 11 shows that the wall portion 30 of the enclosure 29 configured as a tubular unit is inserted into the locking recess 11 provided in the rod body 10 and the upper surface 11a of the locking recess is provided, for example, as shown in FIG. An example of the support tool 5 in which the support portion 23 that supports the above is provided in a protruding manner. Note that, in FIG. 11, the support portion 23 is formed by a portion of the support bolt 66 on the front end side.

【0046】 図12は、ロッド本体10を囲むU字状乃至コ字状をなす囲体29の壁部30 に、ロッド本体10に設けた係止凹部11に挿入せしめられて係止凹部の上面部 11aを例えば図5のように支承する支承部23,23を対向して突設してなる 支承具5を、その使用状態において説明するものである。なお図12において支 承部23は、一方が突部として、他方が支承ボルト66の先端側の部分として形 成されている。FIG. 12 shows an upper surface of a locking recess 11 which is inserted into a locking recess 11 provided in the rod main body 10 in a wall 30 of a U-shaped or U-shaped surrounding body 29 surrounding the rod main body 10. The support member 5 in which the support portions 23, 23 for supporting the portion 11a as shown in FIG. 5, for example, are provided so as to face each other will be described in the use state. In FIG. 12, one of the support portions 23 is formed as a protrusion and the other is formed as a portion on the tip side of the support bolt 66.

【0047】 図13は、ロッド本体10の周面部に独立した凹部を設け、これを係止凹部1 1とし、例えば図14に示す開閉式の囲体29を以て杭を吊下状態で保持する保 持装置を示す。該開閉式囲体29の内面側に突設した固定的な支承部23,23 を前記係止凹部11に挿入して、係止凹部の上面部11aを支承せしめる。In FIG. 13, an independent concave portion is provided on the peripheral surface portion of the rod body 10, and this concave portion is used as a locking concave portion 11. For example, an opening / closing type enclosure 29 shown in FIG. 14 is used to hold the pile in a suspended state. A holding device is shown. The fixed support portions 23, 23 projecting from the inner surface of the openable / closable enclosure 29 are inserted into the locking recess 11 to support the upper surface 11a of the locking recess.

【0048】[0048]

【考案の効果】[Effect of device]

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、地盤設置の支承 具をロッド本体に装着し、支承部により係止凹部の上面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。  Since the holding device according to the present invention is configured as described above, by mounting the support tool for ground installation on the rod body and supporting the upper surface of the locking recess by the support part, the lower end of the pile is rooted. It is possible to reliably maintain and maintain the state of the pile inserted in the required position of the solidifying portion. Therefore, the position of the pile head of the buried pile can be accurately set as designed, and the buried construction management of the pile can be performed reliably.

【0049】 又、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−ガモ−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。Further, since the pile inserting rod is securely held through the support, the pile inserting rod in the held state can be separated from the auger motor. Therefore, the heavy equipment can continue the original work such as excavation of pile insertion holes and rotary burying of piles, improving the utilization efficiency of the heavy equipment and improving the construction efficiency and the construction cost. It can be expected.

【0050】 本考案に係る保持装置は、支承部との係合部分をロッド本体の周面部を凹 ませて形成する。そのため図15〜16に示すように、重機の支柱部材両側に配 置された保持軸77,77に、保持腕79,79を介してガイド筒80を取付け 、該ガイド筒80にロッド本体10を略密接状態に挿通させて杭の回転埋設を行 う場合、該ガイド筒80による振れ止め作用が、回転埋設が完了するまで確実に 発揮されて、杭を安定的に回転埋設しうることとなる。In the holding device according to the present invention, the engagement portion with the support portion is formed by recessing the peripheral surface portion of the rod body. Therefore, as shown in FIGS. 15 to 16, the guide cylinder 80 is attached to the holding shafts 77, 77 arranged on both sides of the support member of the heavy machine through the holding arms 79, 79, and the rod body 10 is attached to the guide cylinder 80. When the piles are inserted into the piles in a substantially close contact state to bury the piles in rotation, the steadying effect of the guide cylinder 80 is exerted until the burying of the piles is completed, and the piles can be rotatably buried in a stable manner. .

【0051】 このようにガイド筒80に案内させつつロッド本体10を下降させる場合、も しも図17に示すように、ロッド本体の周面部に環状鍔81を突設することによ って支承部との係合部分を形成したとすれば、杭の回転埋設が進んで最上段の環 状鍔81がガイド筒80の下端82から外れた場合は、図18に示すようにガイ ド筒80の内面83とロッド本体10との間に大きな間隙Gが生ずることなり、 それ以後、ガイド筒による振れ止め作用が期待できないものとなる問題が生ずる 。本考案による時は、このような問題点が前記のように解決される。When the rod body 10 is lowered while being guided by the guide cylinder 80 in this way, as shown in FIG. 17, it is supported by projecting an annular collar 81 on the peripheral surface portion of the rod body. If the upper part of the ring-shaped collar 81 is disengaged from the lower end 82 of the guide cylinder 80 due to the progress of the rotary burying of the pile, as shown in FIG. A large gap G is formed between the inner surface 83 of the rod and the rod body 10, and thereafter, there arises a problem that the steadying action of the guide cylinder cannot be expected. According to the present invention, such a problem is solved as described above.

【0052】 又本考案に係る保持装置は、支承部との係合部分を、ロッド本体の周面部 を凹ませて形成するため、支承片間の間隔や支持片間の間隔が比較的小さい小型 軽量の支承具、支持台を採用できる。もしも図17に示すように、支承片との係 合部を、ロッド本体10の周面部に環状鍔81を突設して形成したとすれば、ロ ッド本体の径が同じである場合、支承片間の間隔や支持片間の間隔を本考案のも のに比し大きく設定せざるを得ず、従って、支承具や支持台は重量が大きいもの となり又その加工コストが高く付く等、本考案に比し不利となる。Further, in the holding device according to the present invention, since the engaging portion with the support portion is formed by recessing the peripheral surface portion of the rod body, the space between the support pieces and the space between the support pieces are relatively small. Lightweight support and support can be used. As shown in FIG. 17, if the engaging portion with the support piece is formed by projecting an annular collar 81 on the peripheral surface portion of the rod body 10, if the diameter of the rod body is the same, The spacing between the support pieces and the spacing between the support pieces have to be set larger than those of the present invention, so that the support tool and the support stand are heavy and the processing cost is high. It is disadvantageous compared to the present invention.

【図面の簡単な説明】[Brief description of 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】保持装置を説明する斜視図である。FIG. 2 is a perspective view illustrating a holding device.

【図3】保持装置による杭の保持状態を拡大して説明す
る説明図である。
FIG. 3 is an explanatory diagram for explaining an enlarged state of holding a pile by a holding device.

【図4】独立した左右の支承片による杭の保持状態を説
明する説明図である。
FIG. 4 is an explanatory diagram illustrating a holding state of a pile by independent left and right bearing pieces.

【図5】囲体の壁部の内面側に支承部が突設されてなる
支承具を用いた場合の杭の保持状態を説明する説明図で
ある。
FIG. 5 is an explanatory view illustrating a holding state of the pile when a support tool in which a support portion is provided so as to project on the inner surface side of the wall of the enclosure is used.

【図6】開閉式の保持具を示す斜視図である。FIG. 6 is a perspective view showing an opening / closing type holder.

【図7】開閉式の保持具を開いた状態を示す斜視図であ
る。
FIG. 7 is a perspective view showing a state in which an opening / closing type holder is opened.

【図8】開閉式の保持具を用いた場合の、押圧ボルトを
締め付けて囲体とロッド本体を一体化した状態を説明す
る平面図である。
FIG. 8 is a plan view illustrating a state in which the pressing bolt is tightened and the enclosure and the rod body are integrated when an opening / closing holder is used.

【図9】分離式の保持具を説明する斜視図である。FIG. 9 is a perspective view illustrating a separation-type holder.

【図10】分離式の保持具を用いた場合の、押圧ボルト
を締め付けて囲体とロッド本体を一体化した状態を示す
平面図である。
FIG. 10 is a plan view showing a state in which the enclosure and the rod main body are integrated by tightening the pressing bolt when the separation-type holder is used.

【図11】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. 11 is a perspective view illustrating a holder including an enclosure configured as a tubular integral body.

【図12】U字状をなす囲体を具える保持具を説明する
斜視図である。
FIG. 12 is a perspective view illustrating a holder including a U-shaped enclosure.

【図13】ロッド本体の周面部の対向部位に係止凹部を
設けた杭挿入ロッドを対象とした場合の、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. 13 is an explanatory view for explaining a holding state of the pile by the holding device when the pile inserting rod in which the locking recess is provided in the facing portion of the peripheral surface portion of the rod body is used.

【図14】図13の保持装置を構成する支承具の一例を
説明する説明図である。
FIG. 14 is an explanatory diagram illustrating an example of a support tool that constitutes the holding device in FIG.

【図15】ガイド筒によってロッド本体を振れ止めした
状態を説明する説明図である。
FIG. 15 is an explanatory diagram illustrating a state in which the rod body is steady by a guide tube.

【図16】ロッド本体がガイド筒に略密接に挿通されて
いる状態を説明する説明図である。
FIG. 16 is an explanatory diagram illustrating a state where the rod body is inserted into the guide cylinder in a substantially close contact manner.

【図17】支承部との係合部を、ロッド本体の周面部に
環状鍔を突設することによって形成した場合を説明する
説明図である。
FIG. 17 is an explanatory diagram illustrating a case where an engagement portion with a support portion is formed by projecting an annular flange on a peripheral surface portion of a rod body.

【図18】ロッド本体の周面部に環状鍔を突設すること
によって支承部との係合部を形成した場合における、ガ
イド筒による振れ止め不良状態を説明する説明図であ
る。
FIG. 18 is an explanatory diagram for explaining a steady rest defective state due to the guide cylinder in the case where an engagement portion with a support portion is formed by projecting an annular collar on the peripheral surface portion of the rod body.

【図19】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. 19 is an explanatory diagram illustrating a conventional method for holding a pile by a heavy machine.

【図20】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. 20 is an explanatory diagram illustrating a chuck portion of a pile in conventional pile holding.

【符号の説明】[Explanation of symbols]

1 保持装置 2 杭挿入ロッド 3 台座 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 係止凹部 15 台座片 16 杭挿入孔 17 開口端 21 支持片 23 支承部 29 囲体 30 壁部 31 半割筒部 32 半割筒部 69 半割筒部 70 固定片部 71 固定片部 DESCRIPTION OF SYMBOLS 1 Holding device 2 Pile insertion rod 3 Pedestal 4 Support base 5 Supporting tool 6 Pile 7 Pile head 9 Chuck device 10 Rod body 11 Locking recess 15 Pedestal piece 16 Pile insertion hole 17 Opening end 21 Support piece 23 Supporting part 29 Surrounding Body 30 Wall part 31 Half-split cylinder part 32 Half-split cylinder part 69 Half-split cylinder part 70 Fixed piece part 71 Fixed piece part

Claims (8)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【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、直接又は他の部材
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、その周面部の少
なくとも対向部位に係止凹部11が凹設されてなり、 前記支承具5は、ロッド本体10を挟む一対の支承片2
2,22を有し、且つ該支承片22には、前記係止凹部
11に挿入せしめられてロッド本体10を支承する支承
部23が設けられていることを特徴とする回転埋設杭の
保持装置。
1. A pile inserter having a chuck device 9 for chucking a head portion 7 of a pile 6 at a lower end of a rod main body 10 which is detachably connected to an auger motor of a heavy machine and which is rotated around a vertical axis. It comprises a rod 2 and a support 5 installed directly or through another member on the ground to support the pile insertion rod 2, and the rod body 10 of the pile insertion rod 2 has at least opposing portions of its peripheral surface portion. A locking recess 11 is provided in the support member 5, and the support member 5 includes a pair of support pieces 2 sandwiching the rod body 10.
2 and 22, and the support piece 22 is provided with a support portion 23 that is inserted into the locking recess 11 and supports the rod body 10. .
【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、直接又は他の部材
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
止凹部11が凹設されてなり、 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、前記係止凹部11
に挿入せしめられてロッド本体10を支承する支承部2
3を突設したことを特徴とする回転埋設杭の保持装置。
2. A pile inserter having a chuck device 9 for chucking a head portion 7 of a pile 6 at a lower end of a rod main body 10 which is detachably connected to an auger motor of a heavy machine and hangs down, and which is rotated around a vertical axis. The rod main body 10 of the pile insertion rod 2 is provided with a rod 2 and a support 5 installed on the ground directly or through another member to support the pile insertion rod 2. 11 is provided as a recess, and the support member 5 has the locking recess 11 on the inner surface side of a wall 30 of a cylindrical enclosure 29 that surrounds the rod body 10 in the circumferential direction.
Support part 2 for supporting the rod body 10 by being inserted into the
3. A holding device for a rotary buried pile, wherein 3 is provided in a protruding manner.
【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、直接又は他の部材
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
止凹部11が凹設されてなり、 前記支承具5は、ロッド本体10を囲むU字状乃至コ字
状をなす囲体29の壁部30の内面側に、前記係止凹部
11に挿入せしめられてロッド本体10を支承する支承
部23を突設したことを特徴とする回転埋設杭の保持装
置。
3. A pile inserter having a chuck device 9 for chucking a head portion 7 of a pile 6 at a lower end of a rod main body 10 which is detachably connected to an auger motor of a heavy machine and hangs down, and which is rotated around a vertical axis. The rod main body 10 of the pile insertion rod 2 is provided with a rod 2 and a support 5 installed on the ground directly or through another member to support the pile insertion rod 2. 11, the support 5 is inserted into the locking recess 11 on the inner surface side of the wall 30 of the U-shaped or U-shaped enclosure 29 that surrounds the rod body 10. A holding device for a rotary buried pile, characterized in that a supporting portion 23 for supporting the rod body 10 is provided in a protruding manner.
【請求項4】 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、直接又は他の部材
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
止凹部11が凹設されてなり、 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、前記係止凹部11に挿入せし
められてロッド本体10を支承する支承部23を突設し
たことを特徴とする回転埋設杭の保持装置。
4. A pile inserter having a chuck device 9 for chucking a head portion 7 of a pile 6 at a lower end of a rod main body 10 which is detachably connected to an auger motor of a heavy machine and hangs down, and which is rotated around a vertical axis. The rod main body 10 of the pile insertion rod 2 is provided with a rod 2 and a support 5 installed on the ground directly or through another member to support the pile insertion rod 2. 11, the supporting member 5 is pivotally mounted so that one end portions of the half-split tube portions 31 and 32 can be opened and closed, and the other end portions of the half-split tube portions 31 and 32 can be detachably attached to each other. By connecting them, an enclosure 29 can be formed into which the rod body 10 can be inserted, and the enclosure 29 can be formed.
1. A holding device for a rotary buried pile, characterized in that a supporting portion 23, which is inserted into the locking concave portion 11 and supports the rod body 10, is projectingly provided on the inner surface side of the wall portion 30.
【請求項5】 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、直接又は他の部材
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
止凹部11が凹設されてなり、 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、前記係止凹部11に挿入せしめられ
てロッド本体10を支承する支承部23を突設したこと
を特徴とする回転埋設杭の保持装置。
5. A pile insertion device having a chuck device 9 for chucking a head portion 7 of a pile 6 at the lower end of a rod body 10 which is detachably connected to an auger motor of a heavy machine and hangs down, and which is rotated around a vertical axis. The rod main body 10 of the pile insertion rod 2 is provided with a rod 2 and a support 5 installed on the ground directly or through another member to support the pile insertion rod 2. 11, the supporting member 5 has a pair of half-split cylinders 69, 69 having fixing pieces 70, 71 at both ends, and the fixing pieces at both ends are detachably connected to each other. As a result, the enclosure 29 into which the rod body 10 can be inserted can be formed, and the inner surface side of the wall portion 30 of the enclosure 29 is a bearing portion that is inserted into the locking recess 11 to support the rod body 10. Rotational padding characterized by protruding 23 Stake of the holding device.
【請求項6】 係止凹部11は、周方向に連続する環状
に形成された請求項1〜5記載の回転埋設杭の保持装
置。
6. The rotary buried pile holding device according to claim 1, wherein the locking recess 11 is formed in an annular shape continuous in the circumferential direction.
【請求項7】 支承具5は、支持台4を介して地盤に設
置されるものとなされ、該支持台4は、ロッド本体10
を挟んだ状態で地盤に載置される一対の支持片21,2
1を有し、前記支承具5は該支持片21,21に載置さ
れる請求項1〜6記載の回転埋設杭の保持装置。
7. The support 5 is installed on the ground via a support base 4, and the support base 4 comprises a rod body 10
A pair of support pieces 21 and 2 which are placed on the ground while sandwiching
7. The rotary buried pile holding device according to claim 1, wherein the supporting tool 5 is mounted on the supporting pieces 21 and 21.
【請求項8】 支承具5は、地盤に載置される台座3と
該台座3に載置される支持台4を介して地盤に設置され
るものとなされ、該台座3は、地盤に設けた杭挿入孔1
6の開口端17を挟んで該開口端の周辺に載置される一
対の台座片15,15を有し、又支持台4は、ロッド本
体10を挟んで台座片15,15に載置される一対の支
持片21,21を有し、前記支承具5は該支持片21,
21に載置される請求項1〜6記載の回転埋設杭の保持
装置。
8. The support 5 is installed on the ground through a pedestal 3 mounted on the ground and a support base 4 mounted on the pedestal 3, and the pedestal 3 is provided on the ground. A pile insertion hole 1
6 has a pair of pedestal pieces 15 and 15 placed around the open end 17 of the base 6, and the support base 4 is placed on the pedestal pieces 15 and 15 with the rod body 10 interposed therebetween. Has a pair of support pieces 21 and 21, and the support 5 has the support pieces 21 and 21.
The device for holding a rotary buried pile according to claim 1, which is mounted on 21.
JP1993030178U 1993-05-12 1993-05-12 Rotary buried pile holding device Expired - Lifetime JP2525574Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993030178U JP2525574Y2 (en) 1993-05-12 1993-05-12 Rotary buried pile holding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993030178U JP2525574Y2 (en) 1993-05-12 1993-05-12 Rotary buried pile holding device

Publications (2)

Publication Number Publication Date
JPH0682132U true JPH0682132U (en) 1994-11-25
JP2525574Y2 JP2525574Y2 (en) 1997-02-12

Family

ID=12296508

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2525574Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021011738A (en) * 2019-07-05 2021-02-04 ジャパンパイル株式会社 Precast pile holding device and foundation pile construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51128804A (en) * 1975-05-02 1976-11-10 Minaminihon Kiso Kouji Kk Foundationnpile embedding method
JPS52119268U (en) * 1976-03-03 1977-09-09
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
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

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51128804A (en) * 1975-05-02 1976-11-10 Minaminihon Kiso Kouji Kk Foundationnpile embedding method
JPS52119268U (en) * 1976-03-03 1977-09-09
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
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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021011738A (en) * 2019-07-05 2021-02-04 ジャパンパイル株式会社 Precast pile holding device and foundation pile construction method

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Publication number Publication date
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