JP2009041261A - Prefabricated concrete pile hoisting device - Google Patents

Prefabricated concrete pile hoisting device Download PDF

Info

Publication number
JP2009041261A
JP2009041261A JP2007207352A JP2007207352A JP2009041261A JP 2009041261 A JP2009041261 A JP 2009041261A JP 2007207352 A JP2007207352 A JP 2007207352A JP 2007207352 A JP2007207352 A JP 2007207352A JP 2009041261 A JP2009041261 A JP 2009041261A
Authority
JP
Japan
Prior art keywords
concrete pile
pile
ready
suspension
made concrete
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
JP2007207352A
Other languages
Japanese (ja)
Other versions
JP5099544B2 (en
Inventor
Ryota Okada
亮太 岡田
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.)
Nippon Hume Corp
Original Assignee
Nippon Hume Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Hume Corp filed Critical Nippon Hume Corp
Priority to JP2007207352A priority Critical patent/JP5099544B2/en
Publication of JP2009041261A publication Critical patent/JP2009041261A/en
Application granted granted Critical
Publication of JP5099544B2 publication Critical patent/JP5099544B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a pile hoisting device which hoists a prefabricated concrete pile for installing the pile in a pile driver when the pile is driven into the ground. <P>SOLUTION: The prefabricated concrete pile hoisting device 1 is connected to the tip of the existing concrete pile 2, and functions to hoist the existing concrete pile 2 via a hoisting wire so as to be installed in the pile driver. The pile hoisting device has a cylindrical vertically-hoisting member 3 which is fitted onto a peripheral surface of the tip of the existing concrete pile 2 and fixed to the same, and a cylindrical inclinedly-hoisting member 4 which is arranged under the vertically-hoisting member 3, and fixed to the outer periphery of the existing concrete pile 2. The vertically-hoisting member 3 has a pile fixing portion formed like an inward flange, at an edge thereof, and a vertically-hoisting fitting 6 arranged at an adequate location of the periphery thereof, for vertically-hoisting the existing concrete pile 2 having the vertically-hoisting member 3 fixed thereto. Further the inclinedly-hoisting member 4 is formed with an inclinedly-hoisting fitting 32 arranged at a deviated location on one side of the periphery thereof, for hoisting the existing concrete pile 2 in an inclined state. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、既製のコンクリート杭を地中に打ち込む際に、杭を杭打ち込み装置に接続するにあたって、杭を吊るための杭吊り装置に関する。   The present invention relates to a pile hanging device for hanging a pile when connecting the pile to a pile driving device when driving a ready-made concrete pile into the ground.

従来、中掘り工法を用いて杭を沈設する際には、最初に埋設する杭は、予め下杭内に挿入されているスパイラルロッドをオーガ駆動装置に接続させるために斜めに吊る必要があり、その他の杭は、既に埋設されている杭と垂直に接続するために垂直に吊る必要がある。その際に用いられる杭吊り装置として、取付フランジと吊り金具からなる下杭用吊り装置及び上中杭用吊り装置がある(特許文献1)。   Conventionally, when a pile is sunk using an intermediate digging method, the pile to be buried first needs to be slanted in order to connect the spiral rod inserted in the lower pile in advance to the auger drive device, Other piles need to be hung vertically to connect vertically with piles that are already buried. As a pile suspension device used at that time, there is a suspension device for lower piles and a suspension device for upper and middle piles composed of a mounting flange and a suspension fitting (Patent Document 1).

この下杭用吊り装置は、杭を斜めに吊るための装置であり、図6に示すように、杭60の外周に嵌合される円筒状の吊り金具62と、下杭の内径と略同一の内径を有し、且つ下杭の外径よりより大きい外径を有するリング状をした取付フランジ61を有するものである。そして、杭60に吊り金具62を装着し、その後に、取付フランジ62を杭頭上面に取り付け、杭60を吊り上げた際に、吊り金具62が杭頭から抜けないように補強するものである。   This suspension device for lower piles is a device for suspending a pile diagonally, and as shown in FIG. 6, it is substantially the same as the cylindrical suspension metal fitting 62 fitted to the outer periphery of the pile 60, and the internal diameter of a lower pile. And a mounting flange 61 in the form of a ring having an outer diameter larger than the outer diameter of the lower pile. Then, the hanging metal fitting 62 is attached to the pile 60, and then the attachment flange 62 is attached to the upper surface of the pile head, and when the pile 60 is lifted, the hanging metal fitting 62 is reinforced so as not to come off from the pile head.

また、上中杭用吊り装置は、杭を垂直に吊るための装置であり、図7に示すように、杭70の外径より大きい内径を持つ円筒状に形成され、その内周面に引掛片71を備えた吊り金具72と、杭70と略同一の内径及び外径を有するリング状に形成され、その外周面部には複数個の係止用突片73が設けられている取付フランジ74とを有するものである。そして、この取付フランジ74を杭頭上面に取り付け、この取付フランジ74の係止用突片73に吊り金具の引掛片71が係止されるように、吊り金具72を装着するものである。
特開2003−166241号公報
Further, the upper / middle pile suspension device is a device for vertically suspending the pile, and is formed in a cylindrical shape having an inner diameter larger than the outer diameter of the pile 70 as shown in FIG. A suspension fitting 72 provided with a piece 71 and a mounting flange 74 formed in a ring shape having substantially the same inner diameter and outer diameter as the pile 70 and provided with a plurality of locking protrusions 73 on the outer peripheral surface portion thereof. It has. The attachment flange 74 is attached to the top surface of the pile head, and the suspension fitting 72 is mounted so that the hook 71 of the attachment fitting is engaged with the engagement protrusion 73 of the attachment flange 74.
JP 2003-166241 A

しかし、このような杭吊り装置においては、下杭用の取付フランジ62、吊り金具61、上中杭用の取付フランジ74及び吊り金具72は、それぞれ異なった構造をしており、部品数が多くなり、部品の管理及び部品の装着に手間がかかるものでる。   However, in such a pile hanging device, the mounting flange 62 for the lower pile, the hanging bracket 61, the mounting flange 74 for the upper middle pile and the hanging bracket 72 have different structures, and the number of parts is large. Therefore, it takes time to manage parts and to mount parts.

本発明はこのような従来の問題に鑑み、部品点数が少なく、容易に装着できる杭吊り装置の提供を目的としてなされたものである。   In view of such a conventional problem, the present invention has been made for the purpose of providing a pile suspension device that has a small number of parts and can be easily mounted.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明の特徴は、既製コンクリート杭の先端に装着され、吊りワイヤーを介して該既製コンクリート杭を吊り上げ、杭打ち機に装着させるための既製コンクリート杭吊り装置であって、前記既製コンクリート杭の先端外周に嵌合されて固定される円筒形の垂直吊り部材と、該垂直吊り部材の下側にあって前記既製コンクリート杭の外周に嵌合される円筒形の傾斜吊り部材とを有し、前記垂直吊り部材は、端部に内向きフランジ状の杭固定部を有すると共に、外周の適宜個所に該垂直吊り部材を固定した既製コンクリート杭を垂直に吊り上げるための垂直吊り用吊り金具を備え、前記傾斜吊り部材には、その外周の片側に片寄せた位置に前記既製コンクリート杭を傾斜させた状態で吊り上げるための傾斜吊り用吊り金具を備えたことにある。   The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended purpose is that the ready-made concrete pile is attached to the tip of the ready-made concrete pile and the ready-made concrete pile is lifted through a suspension wire. A prefabricated concrete pile suspension device for mounting on a pile driving machine, and a cylindrical vertical suspension member fitted and fixed to the outer periphery of the tip of the prefabricated concrete pile, and a lower side of the vertical suspension member. A cylindrical inclined suspension member fitted to the outer periphery of the ready-made concrete pile, and the vertical suspension member has an inward flange-shaped pile fixing portion at an end portion, and the appropriate portion on the outer periphery. A vertical suspension bracket is provided for vertically lifting a ready-made concrete pile to which a vertical suspension member is fixed, and the inclined concrete suspension member is tilted to a position where it is shifted to one side of its outer periphery. In that an inclined hanging hanger for lifting in a state of being.

また、請求項2に記載の発明の特徴は、請求項1に記載の構成に加え、前記垂直吊り部材は、円筒状の胴部と、該胴部先端に一体化されたリング状のフランジ部材とを有し、該フランジ部材をもって前記杭固定部を構成させ、該フランジ部材に、前記既製コンクリート杭の先端面に備えられているネジ孔に対応する位置に杭固定用のボルト挿入穴が設けられていることにある。   According to a second aspect of the present invention, in addition to the configuration according to the first aspect, the vertical suspension member includes a cylindrical body and a ring-shaped flange member integrated with the front end of the body. The flange member is configured with the flange member, and a bolt insertion hole for fixing the pile is provided in the flange member at a position corresponding to the screw hole provided in the tip surface of the ready-made concrete pile. There is in being.

また、請求項3に記載の発明の特徴は、請求項1又は2に記載の構成に加え、前記垂直吊り部材には、その胴部の外周にあって、該胴部の軸心を中心として互いに対称な位置に一対の前記垂直吊り用吊り金具を備えていることにある。   According to a third aspect of the present invention, in addition to the configuration according to the first or second aspect, the vertical suspension member is located on an outer periphery of a trunk portion, and is centered on an axis of the trunk portion. A pair of the above-described vertical hanging brackets are provided at symmetrical positions.

また、請求項4に記載の発明の特徴は、請求項1、2又は3に記載の構成に加え、前記傾斜吊り部材は円筒状の胴部を有し、該胴部の下端側外周に前記傾斜吊り用吊り金具を備えていることにある。   According to a fourth aspect of the present invention, in addition to the configuration according to the first, second, or third aspect, the inclined suspension member has a cylindrical body portion, and the lower end side outer periphery of the body portion has the It is in the provision of a slanting suspension bracket.

また、請求項5に記載の発明の特徴は、請求項1〜3又は4に記載の構成に加え、前記垂直吊り部材と傾斜吊り部材との各接合側端部には外向きフランジが一体に備えられ、その両フランジ間をボルト止めすることによって該垂直吊り部材と傾斜吊り部材とを固定自在にしていることにある。   In addition to the configuration according to claim 1 or 4, the invention according to claim 5 is characterized in that an outward flange is integrally formed at each joint side end of the vertical suspension member and the inclined suspension member. The vertical suspension member and the inclined suspension member can be fixed freely by bolting between the flanges.

また、請求項6に記載の発明の特徴は、請求項5に記載の構成に加え、前記両外向きフランジの一方に前記胴部と同一中心半径の円弧状をしたボルト挿入用長孔を備え、該長孔を通して他方側のフランジをボルト止めすることにある。   According to a sixth aspect of the present invention, in addition to the configuration of the fifth aspect, a bolt insertion elongated hole having an arc shape with the same center radius as that of the body portion is provided on one of the two outward flanges. The other flange is bolted through the long hole.

本発明に係る既製コンクリート杭吊り装置においては、既製コンクリート杭の先端に装着され、吊りワイヤーを介して該既製コンクリート杭を吊り上げ、杭打ち機に装着させるための既製コンクリート杭吊り装置であって、前記既製コンクリート杭の頭部外周に嵌合されて固定される円筒形の垂直吊り部材と、該垂直吊り部材の下側にあって前記既製コンクリート杭の外周に嵌合される円筒形の傾斜吊り部材とを有し、前記垂直吊り部材は、端部に内向きフランジ状の杭固定部を有すると共に、外周の適宜個所に該垂直吊り部材を固定した既製コンクリート杭を垂直に吊り上げるための垂直吊り用吊り金具を備え、前記傾斜吊り部材には、その外周の片側に片寄せた位置に前記既製コンクリート杭を傾斜させた状態で吊り上げるための傾斜吊り用吊り金具を備えたことにより、既製コンクリート杭を垂直に吊る際には、垂直吊り部材を使用することができ、既製コンクリート杭を傾斜させた状態に吊る際には、垂直吊り部材及び傾斜吊り部材を使用すればよく、既製コンクリート杭に装着する部材は2つとなり、部材数の削減ができ、既製コンクリート杭吊り装置を既製コンクリート杭に装着することも容易となり、コストを削減することができる。   In the ready-made concrete pile hanging device according to the present invention, it is a ready-made concrete pile hanging device that is attached to the tip of the ready-made concrete pile, lifts the ready-made concrete pile through a hanging wire, and is attached to a pile driving machine, A cylindrical vertical suspension member that is fitted and fixed to the outer periphery of the head of the ready-made concrete pile, and a cylindrical inclined suspension that is under the vertical suspension member and is fitted to the outer periphery of the ready-made concrete pile. The vertical suspension member has an inward flange-shaped pile fixing portion at an end, and a vertical suspension for vertically lifting a ready-made concrete pile having the vertical suspension member fixed at an appropriate position on the outer periphery. Inclined suspension for suspending the ready-made concrete pile in a state of being tilted to a position of the inclined suspension member being shifted to one side of its outer periphery. The vertical suspension member can be used when the ready-made concrete pile is suspended vertically, and when the ready-made concrete pile is suspended in the inclined state, the vertical suspension member and the inclined suspension are provided. It is only necessary to use a member, and there are two members to be attached to the ready-made concrete pile, the number of members can be reduced, and the ready-made concrete pile hanging device can be easily attached to the ready-made concrete pile, thereby reducing the cost. .

さらに、前記垂直吊り部材は、円筒状の胴部と、該胴部先端に一体化されたリング状のフランジ部材とを有し、該フランジ部材をもって前記杭固定部を構成させ、該フランジ部材に、前記既製コンクリート杭の先端面に備えられているネジ孔に対応する位置に杭固定用のボルト挿入穴を設けることによって、既製コンクリート杭の先端部に容易に垂直吊り部材を固定できる。   Further, the vertical suspension member includes a cylindrical body portion and a ring-shaped flange member integrated with the front end of the body portion. The flange fixing member is configured by the flange member, and the flange member By providing a bolt insertion hole for fixing the pile at a position corresponding to the screw hole provided on the tip surface of the ready-made concrete pile, the vertical suspension member can be easily fixed to the tip portion of the ready-made concrete pile.

さらに、前記垂直吊り部材には、その胴部の外周にあって、該胴部の軸心を中心として互いに対称な位置に一対の前記垂直吊り用吊り金具を備えていることにより、既製コンクリート杭を垂直に吊る際に好適に吊ることができる。   Furthermore, the vertical suspension member is provided with a pair of vertical suspension brackets on the outer periphery of the trunk portion and symmetrical to each other about the axis of the trunk portion, so that a ready-made concrete pile is provided. Can be suitably suspended when hung vertically.

さらに、前記傾斜吊り部材は円筒状の胴部を有し、該胴部の下端側外周に前記傾斜吊り用吊り金具を備えていることにより、既製コンクリート杭を傾斜させた状態に吊る際に、より好適に傾斜させた状態に吊ることができる。   Furthermore, the inclined suspension member has a cylindrical body, and when the suspended concrete pile is suspended in an inclined state by providing the inclined suspension bracket on the lower end side outer periphery of the body, It can be suspended in a more suitably inclined state.

さらに、前記垂直吊り部材と傾斜吊り部材との各接合側端部には外向きフランジが一体に備えられ、その両フランジ間をボルト止めすることによって該垂直吊り部材と傾斜吊り部材とを固定自在にすることによって、垂直吊り部材と傾斜吊り部材同士を固定することでき、既製コンクリート杭を傾斜させた状態に吊る際に、より安定して吊ることができる。   Furthermore, an outward flange is integrally provided at each joint side end portion of the vertical suspension member and the inclined suspension member, and the vertical suspension member and the inclined suspension member can be fixed by bolting between both flanges. By doing so, the vertical suspension member and the inclined suspension member can be fixed, and when the ready-made concrete pile is suspended in an inclined state, it can be suspended more stably.

さらに、前記両外向きフランジの一方に前記胴部と同一中心半径の円弧状をしたボルト挿入用長孔を備え、該長孔を通して他方側のフランジをボルト止めすることによって、垂直吊り部材と傾斜吊り部材同士を固定する際に、垂直吊り部材と傾斜吊り部材の接合側端部の位置あわせが容易となり、容易に固定できる。   Further, one of the outward flanges is provided with a bolt insertion elongated hole having an arc shape with the same center radius as the body portion, and the other flange is bolted through the elongated hole so as to be inclined with the vertical suspension member. When the suspension members are fixed to each other, it is easy to position the joining side end portions of the vertical suspension member and the inclined suspension member, and the suspension members can be easily fixed.

次に本発明の実施の形態を図1〜3に示した実施例に基づいて説明する。   Next, an embodiment of the present invention will be described based on the examples shown in FIGS.

図1は、既製コンクリート杭に本発明に係る既製コンクリート杭吊り装置を装着した状態を示しており、符号1は既製コンクリート杭吊り装置を、符号2は既製コンクリート杭を示している。   FIG. 1 shows a state in which a ready-made concrete pile suspension device according to the present invention is attached to a ready-made concrete pile, wherein reference numeral 1 denotes a ready-made concrete pile suspension device, and reference numeral 2 denotes a ready-made concrete pile.

本発明に係る既製コンクリート杭吊り装置1は、垂直吊り部材3と傾斜吊り部材4を有する。この垂直吊り部材3及び傾斜吊り部材4は、図1に示すとおり、既製コンクリート杭2の頭部において、既製コンクリート杭2の頭部側外周に垂直吊り部材3が嵌合されて固定され、その固定された垂直吊り部材3の下側外周に傾斜吊り部材4が嵌合されて装着されて、傾斜吊り部材4にワイヤー等の吊り具を取り付け、クレーン等によって吊り上げることによって、既製コンクリート杭2が傾斜した状態で吊り上げられる。   The ready-made concrete pile suspension device 1 according to the present invention includes a vertical suspension member 3 and an inclined suspension member 4. As shown in FIG. 1, the vertical suspension member 3 and the inclined suspension member 4 are fixed to the head of the ready-made concrete pile 2 by fitting the vertical suspension member 3 to the head-side outer periphery of the ready-made concrete pile 2. An inclined suspension member 4 is fitted and attached to the lower outer periphery of the fixed vertical suspension member 3, and a suspension tool such as a wire is attached to the inclined suspension member 4 and lifted by a crane or the like. It is lifted in an inclined state.

また、既製コンクリート杭2を垂直な状態で吊り上げる際には、垂直吊り部材3にワイヤー等を連結して吊り上げる。この際には、既製コンクリート杭2に装着するのは、垂直吊り部材3のみでもよい。   Further, when lifting the ready-made concrete pile 2 in a vertical state, a wire or the like is connected to the vertical suspension member 3 and lifted. At this time, only the vertical suspension member 3 may be attached to the ready-made concrete pile 2.

尚、既製コンクリート杭2は、この既製コンクリート杭吊り装置1が装着された杭頭部が上側となるように吊られるものである。   In addition, the ready-made concrete pile 2 is suspended so that the pile head to which the ready-made concrete pile hanging device 1 is attached is on the upper side.

垂直吊り部材3は、図2に示すように、既製コンクリート杭の外周に嵌合される内面円筒状の垂直吊り胴部5と、この垂直吊り胴部5の外面に形成された既製コンクリート杭を吊るためのワイヤー等を取り付ける垂直吊り用吊り金具6と、既製コンクリート杭に垂直吊り部材3を固定するための杭固定部7とを備えている。   As shown in FIG. 2, the vertical suspension member 3 includes an inner cylindrical vertical suspension trunk portion 5 fitted to the outer periphery of the ready-made concrete pile, and a ready-made concrete pile formed on the outer surface of the vertical suspension trunk portion 5. A vertical hanging bracket 6 for attaching a wire or the like for hanging, and a pile fixing portion 7 for fixing the vertical hanging member 3 to a ready-made concrete pile are provided.

垂直吊り胴部5は図2に示すように、既製コンクリート杭2の外径よりやや大きい内径を持つ円筒状に形成されており、垂直吊り胴部5の下端側外面には、上側フランジ8と下側フランジ9とからなるが互いに平行となるように形成されている。1対のフランジが一体に備えられている。この両フランジ8,9間には、その円周方向の所定間隔毎に、両フラン時間を連結する縦向きの補強片10が介在され、両フランジ8,9を補強している。   As shown in FIG. 2, the vertical suspension body 5 is formed in a cylindrical shape having an inner diameter that is slightly larger than the outer diameter of the ready-made concrete pile 2. The lower flange 9 is formed so as to be parallel to each other. A pair of flanges are integrally provided. Between the flanges 8 and 9, longitudinal reinforcing pieces 10 that connect both furan times are interposed at predetermined intervals in the circumferential direction to reinforce the flanges 8 and 9.

また、垂直吊り胴部5には、垂直吊り胴部5の軸心を中心として互いに対称となる位置に、一対の垂直吊り用吊り金具6が備えられている。この垂直吊り用吊り金具6は、垂直吊り胴部の外面に突設された突設部11と、この突設部11に支持され吊り孔13を有する吊り部材12とを有しており、突設部11は垂直吊り胴部5の上側フランジ8と下側フランジ9に跨った状態でこれに一体化されている。   The vertical suspension body 5 is provided with a pair of vertical suspension brackets 6 at positions symmetrical to each other about the axis of the vertical suspension body 5. This vertical hanging bracket 6 has a protruding portion 11 protruding from the outer surface of the vertical hanging body portion, and a hanging member 12 supported by the protruding portion 11 and having a hanging hole 13. The installation portion 11 is integrated with the vertical suspension trunk portion 5 so as to straddle the upper flange 8 and the lower flange 9.

突設部11は、両フランジ8,9の外周の一部を水平方向に突出させた凸部8a,9aと、その凸部8a,9a間及びフランジ8,9間に連続して介在させた縦向きの補強板11aとから構成されており、この突設部11の突端に吊り部材12が一体化されている。   The projecting portion 11 is continuously provided between the convex portions 8a and 9a in which a part of the outer periphery of both the flanges 8 and 9 protrudes in the horizontal direction, and between the convex portions 8a and 9a and between the flanges 8 and 9. A vertical reinforcing plate 11 a is formed, and a suspension member 12 is integrated with a protruding end of the protruding portion 11.

吊り部材12は、板状をしており、その長手方向の一方側端部は半円形状に形成されている。そして、その半円形状の一方側端部に、該半円と同中心の円形孔をした吊り孔13が形成され、該吊り孔13側の端部を垂直吊り胴部5の上端側に向けて突設部11の上側に突出させた状態で、吊り部材12が前記突設部11に一体化されている。   The suspension member 12 has a plate shape, and one end portion in the longitudinal direction is formed in a semicircular shape. A suspension hole 13 having a circular hole concentric with the semicircle is formed at one end of the semicircular shape, and the end of the suspension hole 13 is directed toward the upper end side of the vertical suspension body 5. The suspension member 12 is integrated with the projecting portion 11 in a state of projecting upward from the projecting portion 11.

垂直吊り胴部5の上端に杭固定部7が一体化されて備えられている。この杭固定部7は図2に示すように、平板を円形リング状に形成した形状をなしており、垂直吊り胴部5の上端に内向きフランジ状をなす配置に一体化されている。この杭固定部7は、内径が既製コンクリート杭2の内径より小さく、外径は、垂直吊り胴部5の外径と等しいリング状に形成され、そのリング上には、円周方向の一定間隔毎に一体化させた多数の半径方向補強リブ22と、前記リング状の内周縁正面に一体化させたリング状補強リブ23とを一体に有している。   A pile fixing part 7 is integrated and provided at the upper end of the vertical suspension body part 5. As shown in FIG. 2, the pile fixing portion 7 has a shape in which a flat plate is formed in a circular ring shape, and is integrated with an arrangement in which an inward flange shape is formed at the upper end of the vertical suspension trunk portion 5. This pile fixing part 7 is formed in a ring shape whose inner diameter is smaller than the inner diameter of the ready-made concrete pile 2 and whose outer diameter is equal to the outer diameter of the vertical suspension trunk part 5, and on the ring, a constant interval in the circumferential direction is formed. A large number of radial reinforcing ribs 22 integrated with each other and a ring-shaped reinforcing rib 23 integrated on the front surface of the ring-shaped inner periphery are integrally provided.

この杭固定部7に、その円形リングと同心円上に多数のボルト挿入穴21,21……が所定の間隔をもって上下に貫通開口されている。このボルト挿入穴21,21……は、既製コンクリート杭2の端面に備えられているネジ孔に対応する配置となっているものであり、図4に示すようにボルト24をボルト挿入穴21,21……を通して既製コンクリート杭2に備えられたネジ孔に螺着させることによって、垂直吊り胴部5を既製コンクリート杭2に固定することができるようになっている。   A number of bolt insertion holes 21, 21... Are vertically opened at predetermined intervals on the pile fixing portion 7 concentrically with the circular ring. These bolt insertion holes 21, 21... Are arranged corresponding to the screw holes provided in the end face of the ready-made concrete pile 2, and as shown in FIG. The vertical suspension body 5 can be fixed to the ready-made concrete pile 2 by being screwed into the screw holes provided in the ready-made concrete pile 2 through 21.

下側フランジ9の外周には、垂直吊り胴部5の中心を中央にして対称な位置に、長孔形成用の一対の張出部24,24が一体に備えられ、この各張出部24に垂直吊り胴部5同心の配置の円弧状をした長孔25,25が上下に貫通開口されている。   On the outer periphery of the lower flange 9, a pair of projecting portions 24, 24 for forming long holes are integrally provided at symmetrical positions with the center of the vertical suspension body 5 as the center. In the vertical suspension body 5, arc-shaped long holes 25, 25 concentrically arranged are vertically opened.

傾斜吊り部材4は図3に示すように、既製コンクリート杭2の外周に嵌合され、既製コンクリート杭2を吊る際に既製コンクリート杭2を支持する内面円筒状の傾斜吊り胴部31と、この傾斜吊り胴部31の外面に、その一側面側に片寄せた位置に一体に備えた傾斜吊り用吊り金具32とを有している。傾斜吊り用吊り金具32にワイヤー等の吊り材を係止させてクレーンにて吊り上げることにより、既製コンクリート杭2が斜めに吊り上げられるようになっている。   As shown in FIG. 3, the inclined suspension member 4 is fitted to the outer periphery of the ready-made concrete pile 2, and when the ready-made concrete pile 2 is suspended, the inner-side cylindrical inclined suspension body 31 that supports the ready-made concrete pile 2, On the outer surface of the inclined suspending body 31, there is an inclined suspending metal fitting 32 provided integrally at a position shifted to one side. The ready-made concrete pile 2 can be lifted diagonally by engaging a suspension member such as a wire with the hanging bracket for inclined suspension 32 and lifting it with a crane.

傾斜吊り胴部31は、既製コンクリート杭2の外径よりやや大きい内径を持つ円筒状に形成されており、その下端部外面、上側フランジ33と下側フランジ34とからなる一対のフランジが互いに平行となるように一体化されている。この上下のフランジ33,34の間には、所定間隔毎を隔てて四角形板状をした複数の補強片36,36……を立て向きにして一体に介在させている。   The inclined suspension body 31 is formed in a cylindrical shape having an inner diameter slightly larger than the outer diameter of the ready-made concrete pile 2, and a pair of flanges composed of an outer surface of the lower end portion and an upper flange 33 and a lower flange 34 are parallel to each other. It is integrated so that Between the upper and lower flanges 33, 34, a plurality of reinforcing pieces 36, 36,.

上下両フランジ33,34には、外周の一部を突出させた吊り用金具取付部35が備えられ、これに一対の傾斜吊り用吊り金具32,32が一体化されている。この各傾斜吊り用吊り金具32は、一方側端部が半円形状をした板状に形成されており、その半円形状をした端部側にその半円と同中心の円形孔である吊り孔32aが形成されている。   The upper and lower flanges 33 and 34 are each provided with a hanging bracket mounting portion 35 with a part of the outer periphery protruding, and a pair of inclined hanging brackets 32 and 32 are integrated therewith. Each of the slanting suspension metal fittings 32 is formed in a plate shape having one end on a semicircular shape, and a suspension having a circular hole concentric with the semicircle on the end of the semicircular shape. A hole 32a is formed.

この傾斜吊り用吊り金具32は、その吊り孔32a側の端部を上側フランジ33の上面側に突出させた状態で上下のフランジ33,34に跨らせてこれに一体化させることによって固定され、吊り金具32の長手方向が、円筒状の傾斜吊り胴部の軸心と平行に向けられている。また、一対の吊り金具32,32は、所定の間隔を開けて互いに平行で、それぞれの吊り孔32a,32aが同高さとなる配置に固定されている。   The slanting suspension metal fitting 32 is fixed by straddling the upper and lower flanges 33 and 34 so as to be integrated with the end of the suspension hole 32a projecting toward the upper surface of the upper flange 33. The longitudinal direction of the suspension fitting 32 is directed parallel to the axis of the cylindrical inclined suspension trunk. In addition, the pair of hanging metal fittings 32 and 32 are fixed to each other so as to be parallel to each other with a predetermined gap therebetween, and the respective hanging holes 32a and 32a have the same height.

また、傾斜吊り胴部31の側面には、傾斜吊り胴部31と一体に胴補強部51が備えられている。この胴補強部51は、円筒状の傾斜吊り胴部31の側面に備えられ、下側フランジ34から、これに垂直に傾斜吊り胴部31上端にまで形成された略長方形板状をした一対の補強板52,52を有し、この互いに所定の間隔を開けて設置された一対の補強板52,52の間には、この補強板52,52に略垂直に、板状をした補強片53,53……が所定の間隔を開けて、一方の補強板52から他方の補強板52に掛け渡されるように、傾斜吊り胴部31と一体化されている。また、この胴補強部は、傾斜吊り胴部31の側面の一対の傾斜吊り用吊り金具32の間に形成されている。   In addition, a side surface of the inclined suspension body 31 is provided with a body reinforcing portion 51 integrally with the inclined suspension body 31. The body reinforcing portion 51 is provided on the side surface of the cylindrical inclined suspension body portion 31 and has a pair of substantially rectangular plates formed from the lower flange 34 to the upper end of the inclined suspension body portion 31 perpendicular to the flange 34. Between the pair of reinforcing plates 52, 52 having reinforcing plates 52, 52 installed at a predetermined distance from each other, a plate-shaped reinforcing piece 53 substantially perpendicular to the reinforcing plates 52, 52. , 53... Are integrated with the inclined suspension body 31 so as to be spanned from one reinforcing plate 52 to the other reinforcing plate 52 at a predetermined interval. In addition, the body reinforcing portion is formed between a pair of slanting suspension metal fittings 32 on the side surface of the slanting suspension body 31.

傾斜吊り胴部31の上端部外周には、半径方向に垂直吊り部材固定用の突片55,55が、該胴部の中心を中央にして互いに対称な位置に突設されており、この両突片55にボルト挿通孔56が上下に貫通開口されている。そして、図4に示すように各ボルト挿通孔56と、前述した垂直吊り部材3の下側フランジの各張出部24に設けられている各長孔25に吊り部材間連結用のボルト57を貫通させ、ナット58を螺嵌させて締結することにより、両吊り部材3,4を互いに連結できるようになっている。   On the outer periphery of the upper end portion of the inclined suspending body 31, projecting pieces 55, 55 for fixing a vertical suspension member in the radial direction are provided so as to be symmetrical with respect to the center of the body part. Bolt insertion holes 56 are vertically opened through the projecting piece 55. Then, as shown in FIG. 4, bolts 57 for connecting between the suspension members are inserted into the respective bolt insertion holes 56 and the respective long holes 25 provided in the respective overhang portions 24 of the lower flange of the vertical suspension member 3 described above. The suspension members 3 and 4 can be connected to each other by passing through and screwing and fastening the nut 58.

次に、この既製コンクリート杭吊り装置1の使用方法について一例を述べる。   Next, an example of a method for using the ready-made concrete pile hanging device 1 will be described.

既製コンクリート杭2の地中埋設方法の一つとしの中掘り工法において、最初の既製コンクリート杭2を打ち込む際に、予め円筒状の既製コンクリート杭2の中空部に挿入しておいたスパイラルロッド81と杭打ち機82のオーガ83を接続する必要がある。その際には、クレーン84と杭打ち機82の干渉を避けるため、既製コンクリート杭2を斜めに吊り上げる。この既製コンクリート杭2を斜めに吊る際には、図4に示すように、既製コンクリート杭2の頭部に、垂直吊り部材3及び傾斜吊り部材4を装着し、傾斜吊り部材に備えられた傾斜吊り用吊り金具32にワイヤー85を接続し、そのワイヤー85をクレーン84によって吊り上げることによって、既製コンクリート杭2を傾斜させて吊る。   Spiral rod 81 previously inserted into the hollow portion of the cylindrical ready-made concrete pile 2 when the first ready-made concrete pile 2 is driven in the underground digging method as one of the underground burying methods of the ready-made concrete pile 2 And the auger 83 of the pile driving machine 82 must be connected. At that time, in order to avoid interference between the crane 84 and the pile driving machine 82, the ready-made concrete pile 2 is lifted obliquely. When suspending the ready-made concrete pile 2 at an angle, as shown in FIG. 4, the vertical suspension member 3 and the inclined suspension member 4 are attached to the head of the ready-made concrete pile 2, and the inclined suspension member is provided with the inclination. The wire 85 is connected to the suspension metal fitting 32 and the wire 85 is lifted by the crane 84, whereby the ready-made concrete pile 2 is inclined and suspended.

また、最初の既製コンクリート杭2を沈設させた後に、別の既製コンクリート杭2を継ぎ足す際には、既に埋め込まれた既製コンクリート杭の上に、別の既製コンクリート杭を垂直に接続する。この場合は、図5に示すように、垂直吊り部材3を別の既製コンクリート杭2の頭部に装着し、垂直吊り部材3に備えられた垂直吊り用吊り金具6とクレーン84をワイヤー85を介して接続し、既製コンクリート杭2を垂直に吊り上げる。   In addition, when another ready-made concrete pile 2 is added after the first ready-made concrete pile 2 is laid, another ready-made concrete pile is vertically connected on the already-made embedded concrete pile. In this case, as shown in FIG. 5, the vertical suspension member 3 is mounted on the head of another ready-made concrete pile 2, and the vertical suspension member 6 and the crane 84 provided on the vertical suspension member 3 are connected to the wire 85. And the ready-made concrete pile 2 is lifted vertically.

尚、垂直吊り部材3及び傾斜吊り部材4は、既製コンクリート杭吊り装置1を既製コンクリート杭2に装着した際に、傾斜吊り部材4に備えられた傾斜吊り用吊り金具32が、既製コンクリート杭の上端から1.5m程度の位置となるような大きさにするとよい。   In addition, the vertical suspension member 3 and the inclined suspension member 4 are provided so that when the ready-made concrete pile suspension device 1 is attached to the ready-made concrete pile 2, the inclined hanging suspension metal fitting 32 provided in the inclined suspension member 4 is used for the ready-made concrete pile. The size should be about 1.5 m from the upper end.

本発明に係る既製コンクリート杭吊り装置を横向きに寝かせたコンクリート杭に固定した状態の平面図である。It is a top view in the state where the ready-made concrete pile hanging device concerning the present invention was fixed to the concrete pile which laid down sideways. (イ)は同上の垂直吊り部材を示す平面図、(ロ)は同右半分を縦断した半縦断正面図、(ハ)は同側面図である。(A) is a plan view showing the above vertical suspension member, (B) is a half-longitudinal front view in which the right half is cut vertically, and (C) is a side view thereof. (イ)は同上の傾斜吊り部材を示す平面図、(ロ)は同右半分を縦断した半縦断正面図、(ハ)は同側面図である。(A) is a plan view showing the above-described inclined suspension member, (B) is a half longitudinal front view in which the right half is cut longitudinally, and (C) is a side view. 図1に示す装置のコンクリート杭に固定した状態の拡大断面図である。It is an expanded sectional view of the state fixed to the concrete pile of the apparatus shown in FIG. 同装置によりコンクリート杭を傾斜吊り状態にして杭打ち機に装着する工程を示す側面図である。It is a side view which shows the process of putting a concrete pile into a slanting suspended state with the same apparatus, and mounting | wearing a pile driving machine. 同装置によりコンクリート杭を垂直吊り状態にして先に打設したコンクリート杭上に移動させる工程を示す側面図である。It is a side view which shows the process of making a concrete pile vertically hung with the same apparatus and moving it on the concrete pile previously laid. 従来のコンクリート杭吊り装置により斜め吊りした状態を示す側面図である。It is a side view which shows the state suspended diagonally with the conventional concrete pile suspension apparatus. 同上の装置のコンクリート杭に対する固定状態を示す断面図である。It is sectional drawing which shows the fixed state with respect to the concrete pile of the apparatus same as the above.

符号の説明Explanation of symbols

1 既製コンクリート杭吊り装置
2 既製コンクリート杭
3 垂直吊り部材
4 傾斜吊り部材
5 垂直吊り胴部
6 垂直吊り用吊り金具
7 杭固定部
8 上側フランジ
9 下側フランジ
10 補強片
11 突設部
12 吊り部材
13 吊り孔
21 ボルト挿入穴
22 固定リング部
23 補強リング部
24 張出部
25 長孔
31 傾斜吊り胴部
32 傾斜吊り用吊り金具
32a 吊り孔
33 上側フランジ
34 下側フランジ
35 吊り用金具取付部
36 補強片
51 胴補強部
52 補強板
53 補強片
55 突片
56 ボルト挿通孔
57 吊り部材間連結用のボルト
58 ナット
81 スパイラルロッド
82 杭打ち機
83 オーガ
84 クレーン
85 ワイヤー
DESCRIPTION OF SYMBOLS 1 Ready-made concrete pile suspension apparatus 2 Ready-made concrete pile 3 Vertical suspension member 4 Inclined suspension member 5 Vertical suspension trunk | drum 6 Vertical suspension bracket 7 Pile fixing part 8 Upper flange 9 Lower flange 10 Reinforcement piece 11 Projection part 12 Suspension member 13 Suspension hole 21 Bolt insertion hole 22 Fixing ring part 23 Reinforcement ring part 24 Overhang part 25 Long hole 31 Inclined suspension trunk 32 Inclined suspension bracket 32a Suspension hole 33 Upper flange 34 Lower flange 35 Suspension bracket mounting part 36 Reinforcing piece 51 Body reinforcing part 52 Reinforcing plate 53 Reinforcing piece 55 Projection piece 56 Bolt insertion hole 57 Bolt 58 for connecting between suspension members Nut 81 Spiral rod 82 Pile driver 83 Auger 84 Crane 85 Wire

Claims (6)

既製コンクリート杭の頭部に装着され、吊りワイヤーを介して該既製コンクリート杭を吊り上げ、杭打ち機に装着させるための既製コンクリート杭吊り装置であって、
前記既製コンクリート杭の頭部外周に嵌合されて固定される円筒形の垂直吊り部材と、該垂直吊り部材の下側にあって前記既製コンクリート杭の外周に嵌合される円筒形の傾斜吊り部材とを有し、
前記垂直吊り部材は、端部に内向きフランジ状の杭固定部を有すると共に、外周の適宜個所に該垂直吊り部材を固定した既製コンクリート杭を垂直に吊り上げるための垂直吊り用吊り金具を備え、
前記傾斜吊り部材には、その外周の片側に片寄せた位置に前記既製コンクリート杭を傾斜させた状態で吊り上げるための傾斜吊り用吊り金具を備えたことを特徴としてなる既製コンクリート杭吊り装置。
A prefabricated concrete pile hanging device that is attached to the head of a prefabricated concrete pile, lifts the precast concrete pile via a suspension wire, and is attached to a pile driving machine,
A cylindrical vertical suspension member that is fitted and fixed to the outer periphery of the head of the ready-made concrete pile, and a cylindrical inclined suspension that is under the vertical suspension member and is fitted to the outer periphery of the ready-made concrete pile. And having a member
The vertical suspension member has an inward flange-like pile fixing portion at an end portion, and includes a vertical hanging suspension bracket for vertically lifting a ready-made concrete pile having the vertical suspension member fixed to an appropriate portion of the outer periphery,
The ready-made concrete pile hanging apparatus provided with the hanging metal fitting for inclination hanging for the said inclined hanging member to lift in the state which inclined the said ready-made concrete pile in the position put near to the one side of the outer periphery.
前記垂直吊り部材は、円筒状の胴部と、該胴部先端に一体化されたリング状のフランジ部材とを有し、該フランジ部材をもって前記杭固定部を構成させ、該フランジ部材に、前記既製コンクリート杭の先端面に備えられているネジ孔に対応する位置に杭固定用のボルト挿入穴が設けられている請求項1に記載の既製コンクリート杭吊り装置。   The vertical suspension member has a cylindrical body and a ring-shaped flange member integrated at the front end of the body, the pile fixing portion is configured with the flange member, and the flange member The ready-made concrete pile hanging apparatus of Claim 1 with which the bolt insertion hole for pile fixing is provided in the position corresponding to the screw hole with which the front end surface of the ready-made concrete pile was equipped. 前記垂直吊り部材には、その胴部の外周にあって、該胴部の軸心を中心として互いに対称な位置に一対の前記垂直吊り用吊り金具を備えてなる請求項1又は2に記載の既製コンクリート杭吊り装置。   3. The vertical suspension member according to claim 1, wherein the vertical suspension member includes a pair of vertical suspension brackets on the outer periphery of the trunk portion and symmetrically with respect to the axis of the trunk portion. Ready-made concrete pile hanging device. 前記傾斜吊り部材は円筒状の胴部を有し、該胴部の下端側外周に前記傾斜吊り用吊り金具を備えてなる請求項1,2又は3に記載の既製コンクリート杭吊り装置。   4. The ready-made concrete pile suspension device according to claim 1, wherein the inclined suspension member has a cylindrical body portion, and the suspension bracket for the inclined suspension is provided on an outer periphery on a lower end side of the body portion. 前記垂直吊り部材と傾斜吊り部材との各接合側端部には外向きフランジが一体に備えられ、その両フランジ間をボルト止めすることによって該垂直吊り部材と傾斜吊り部材とを固定自在にしてなる請求項1〜3又は4に記載の既製コンクリート杭吊り装置。   An outward flange is integrally provided at each joint side end of the vertical suspension member and the inclined suspension member, and the vertical suspension member and the inclined suspension member can be fixed freely by bolting between both flanges. The ready-made concrete pile hanging apparatus of Claims 1-3 or 4 which become. 前記両外向きフランジの一方に前記胴部と同一中心半径の円弧状をしたボルト挿入用長孔を備え、該長孔を通して他方側のフランジをボルト止めする請求項5に記載の既製コンクリート杭吊り装置。   6. The ready-made concrete pile suspension according to claim 5, wherein a bolt insertion long hole having an arc shape with the same center radius as that of the trunk portion is provided on one of the two outward flanges, and the flange on the other side is bolted through the long hole. apparatus.
JP2007207352A 2007-08-09 2007-08-09 Ready-made concrete pile lifting equipment Active JP5099544B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007207352A JP5099544B2 (en) 2007-08-09 2007-08-09 Ready-made concrete pile lifting equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007207352A JP5099544B2 (en) 2007-08-09 2007-08-09 Ready-made concrete pile lifting equipment

Publications (2)

Publication Number Publication Date
JP2009041261A true JP2009041261A (en) 2009-02-26
JP5099544B2 JP5099544B2 (en) 2012-12-19

Family

ID=40442284

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2007207352A Active JP5099544B2 (en) 2007-08-09 2007-08-09 Ready-made concrete pile lifting equipment

Country Status (1)

Country Link
JP (1) JP5099544B2 (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003166241A (en) * 2001-11-30 2003-06-13 Nippon Concrete Ind Co Ltd Hanging device for existing concrete pile
JP2007154421A (en) * 2005-11-30 2007-06-21 Nippon Concrete Ind Co Ltd Pile hanging device

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003166241A (en) * 2001-11-30 2003-06-13 Nippon Concrete Ind Co Ltd Hanging device for existing concrete pile
JP2007154421A (en) * 2005-11-30 2007-06-21 Nippon Concrete Ind Co Ltd Pile hanging device

Also Published As

Publication number Publication date
JP5099544B2 (en) 2012-12-19

Similar Documents

Publication Publication Date Title
KR101215356B1 (en) Device for sling pile
KR101038453B1 (en) Device for sling pile
US20150113893A1 (en) Modular concrete pole base
JP2004270438A (en) Hoisting fixture and lifting method using the same
JP5160121B2 (en) Pile holder to be attached to ready-made piles
JP5099544B2 (en) Ready-made concrete pile lifting equipment
JP4992153B2 (en) Ready-made pile hanging bracket combined use pile erection device connector
CN108455465B (en) A kind of tower crane support base and its installation method
KR101087985B1 (en) Prefabricated street lamp pole with rim type union
KR20110009836A (en) Connecting apparatus pillar of street furniture
JPS5953993B2 (en) Segment installation method for segment underground tanks
JP4437234B2 (en) Method of burying ready-made piles
JP4695475B2 (en) Work jig for steel tower dismantling
JP2011012433A (en) Manhole lift preventing structure
JP2011149183A (en) Hanger and bracket for pile
JP2007154421A (en) Pile hanging device
JP2015183367A (en) Precast pile and support method of precast pile
KR101195382B1 (en) Prefabricated street lamp pole
JP4905949B2 (en) Call bunker and how to wake it up
JP2019190172A (en) Hanging metal device for existing concrete pile with end plate, and method for installing existing concrete pile with end plate
JP2005098086A (en) Positioning guide fixture, pile installed with it, and method for vertically joining pile using them
JP6910256B2 (en) Supports for lighting columns
JP6223874B2 (en) Lifting device and method of attaching and removing pole using the same
CN108385710A (en) A kind of reusable column foot and its installation method
JP2017120005A (en) Pile structure and pile assembling method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20100804

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120229

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20120328

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20120525

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120822

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120914

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20151005

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 5099544

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250