JP2007182746A - Steel pipe burying device - Google Patents

Steel pipe burying device Download PDF

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JP2007182746A
JP2007182746A JP2006321172A JP2006321172A JP2007182746A JP 2007182746 A JP2007182746 A JP 2007182746A JP 2006321172 A JP2006321172 A JP 2006321172A JP 2006321172 A JP2006321172 A JP 2006321172A JP 2007182746 A JP2007182746 A JP 2007182746A
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Prior art keywords
steel pipe
gripping
plate
gripping member
lifting
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JP2006321172A
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JP4833809B2 (en
Inventor
Yukio Hirai
幸雄 平井
Shuroku Tamura
周六 田村
Kunito Sakai
邦登 酒井
Junichi Mitsunaga
純一 光永
Akira Komatsu
章 小松
Yukihisa Inazumi
幸久 稲積
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Tokyu Construction Co Ltd
Koken Boring Machine Co Ltd
Nippon Steel Engineering Co Ltd
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Tokyu Construction Co Ltd
Koken Boring Machine Co Ltd
Nippon Steel Engineering Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a steel pipe burying device capable of improving construction efficiency by using a longest possible steel pipe regardless of the height of the device to reduce the frequency of extension in the construction field with an overhead clearance limit. <P>SOLUTION: The steel pipe burying device comprises a base plate 2 having an opening of approximately U-shape at the end to receive a steel pipe; lifting plates 4 provided at the base plate 2 liftably through a guide member 3 and having openings of approximately U-shape at the ends to receive steel pipes; an advance feeding member 10 applying at least lifting force to the lifting plates 4; and rotating devices 11 provided on the lifting plates 4. The rotating device 11 comprises a grip member 12 provided in an openable/closable and turnable manner on the opening side of the lifting plate 4 to grip the outer periphery of the steel pipe received into the opening; a clamping member 17 applying clamping force to the grip member 12; and a driving member 13 rotating the grip member 12 every predetermined angle. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

この発明は、鋼管埋設装置に関し、さらに詳細には、本設あるいは仮設として設置される鋼管杭や、掘削孔壁を保護するためのケーシングなどとして利用される鋼管を回転させることによって地中に埋設する装置に関する。   The present invention relates to a steel pipe embedding device, and more specifically, embedded in the ground by rotating a steel pipe pile installed as a permanent or temporary installation, or a steel pipe used as a casing for protecting a drilling hole wall, etc. It is related with the apparatus to do.

鋼管杭の埋設装置として、従来、全回転オールケーシング掘削機が広く利用されている。このオールケーシング掘削機は、図6に符号50で示されるように、鋼管杭Pを把持するための把持機構、回転させるための回転機構、地中に圧入するための圧入機構をフレーム51の内方に組み込んだものである(例えば特許文献1,2も併せて参照)。   Conventionally, a full-rotation all-casing excavator has been widely used as an embedding device for steel pipe piles. This all-casing excavator includes a gripping mechanism for gripping the steel pipe pile P, a rotating mechanism for rotating, and a press-fitting mechanism for press-fitting into the ground as shown in FIG. (For example, see Patent Documents 1 and 2).

この全回転オールケーシング掘削機50は鋼管杭Pの把持機構が周方向に開閉できないものであるため、鋼管杭Pを継ぎ足す際にはフレーム51の高さをかわして、その上部で接続しなければならない。このため、杭施工位置の上方に構造物52等がある場合、すなわち空頭制限のある現場においては、接続できる鋼管杭Pの長さが制限されてしまう。鋼管杭の長さは継ぎ足し回数に影響し、継ぎ足し回数が多ければ多いほど施工効率が低下する。
特開2000−96564号公報 特開2001−90069号公報
Since this full-rotation all-casing excavator 50 cannot open and close the gripping mechanism of the steel pipe pile P in the circumferential direction, when adding the steel pipe pile P, the height of the frame 51 must be changed and connected at the upper part thereof. Don't be. For this reason, the length of the steel pipe pile P which can be connected will be restrict | limited when there exists the structure 52 etc. above a pile construction position, ie, the site | part with an empty head restriction | limiting. The length of the steel pipe pile affects the number of times of addition, and the greater the number of times of addition, the lower the construction efficiency.
JP 2000-96564 A Japanese Patent Laid-Open No. 2001-90069

この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、空頭制限のあるような施工現場において、装置の高さに関わりなく、可能な限り長い鋼管を使用できるようにし、その継ぎ足し回数を少なくして施工効率を向上させることができる鋼管埋設装置を提供することにある。
The present invention has been made based on the technical background as described above, and achieves the following object.
The object of the present invention is to make it possible to use a steel pipe that is as long as possible regardless of the height of the device at a construction site where there is a sky head limitation, and to improve the construction efficiency by reducing the number of times of addition. It is to provide a steel pipe embedding device.

この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、鋼管に回転力を与えて地中に埋設するための装置であって、
端部に鋼管を受け入れる略U字形の開放部を有するベースプレートと、
このベースプレートにガイド部材を介して昇降自在に設けられ、端部に鋼管を受け入れる略U字形の開放部を有する昇降プレートと、
この昇降プレートに少なくとも上昇力を与える給進部材と、
この昇降プレート上に設けられた回転装置とを備え、
前記回転装置は、
前記昇降プレートの前記開放部側に開閉自在かつ回動自在に設けられ、前記開放部に受け入れられた鋼管の外周を把持する把持部材と、
この把持部材に締め付け力を与えるクランプ部材と、
前記把持部材を所定角度ごとに回転させる駆動部材とを備えていることを特徴とする鋼管埋設装置にある。
The present invention employs the following means in order to achieve the above object.
That is, this invention is an apparatus for embedding in underground by giving a rotational force to a steel pipe,
A base plate having a generally U-shaped opening for receiving a steel pipe at the end;
An elevating plate that is provided on the base plate so as to be movable up and down via a guide member, and has a substantially U-shaped open portion that receives a steel pipe at an end portion;
A feeding member that applies at least a lifting force to the elevating plate;
A rotating device provided on the lifting plate,
The rotating device is
A gripping member that is provided on the open portion side of the lift plate so as to be openable and closable and rotatable, and grips the outer periphery of the steel pipe received by the open portion;
A clamping member for applying a clamping force to the gripping member;
The steel pipe embedding device includes a driving member that rotates the gripping member at predetermined angles.

より具体的には、前記昇降プレート及び前記把持部材に、該把持部材の回動を案内するための手段が設けられている。   More specifically, the lifting plate and the gripping member are provided with means for guiding the rotation of the gripping member.

前記把持部材は、例えば、前記昇降プレート面に沿って回動自在に支持された第1把持部、及びこの第1把持部の両端部に一端部がそれぞれ枢支され、前記昇降プレート面に沿って回動することにより他端部間が開閉する1対の第2把持部からなるものとすることができる。この場合、前記駆動部材は一端部が前記昇降プレートに、他端部が前記第2把持部のそれぞれに枢支された1対の駆動シリンダからなる構成とすることができる。   For example, the gripping member is pivotally supported along the elevating plate surface, and one end portion is pivotally supported at both ends of the first gripping portion, and along the elevating plate surface. It can consist of a pair of 2nd holding part which opens and closes between other end parts by rotating in this way. In this case, the drive member may be configured by a pair of drive cylinders having one end portion pivotally supported by the elevating plate and the other end portion pivotally supported by the second gripping portion.

前記回転装置を有する前記昇降プレートが2段以上の多段に設置されている構成とすることもできる。前記ベースプレートの前記開放部側に該開放部に受け入れられた鋼管の外周を把持する把持部材が設けられている構成とすることもできる。   The elevating plate having the rotating device may be installed in multiple stages of two or more stages. It can also be set as the structure by which the holding member which hold | grips the outer periphery of the steel pipe received by this open part is provided in the said open part side of the said baseplate.

この発明によれば、空頭制限のある現場条件下でも、装置の高さに関わりなく制限内で最長の鋼管を使用することができ、このため継ぎ足し回数が少なくて施工効率を向上させることができる。また、万一、鋼管のジャーミング事故や装置の故障により通常の施工ができなくなったとしても、把持部材を開放させることで、装置と鋼管を容易にセパレートすることが可能であり、トラブル時にも対処しやすくなる。   According to the present invention, the longest steel pipe within the limit can be used regardless of the height of the apparatus even under on-site conditions with an empty head limit. Therefore, the number of times of addition can be reduced and the construction efficiency can be improved. . In addition, even if normal construction cannot be performed due to a steel pipe jamming accident or equipment failure, it is possible to easily separate the equipment and the steel pipe by opening the gripping member. It becomes easy to deal with.

この発明の実施形態を図面を参照しながら以下に説明する。図1は、この発明の実施形態を示す側面図である。この発明による鋼管埋設装置1は、ベースプレート2と、このベースプレート2の後端部に立設されたガイド部材3と、このガイド部材3に案内されてベースプレート2上を昇降する複数の昇降プレート4を備えている。   Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing an embodiment of the present invention. A steel pipe embedding device 1 according to the present invention comprises a base plate 2, a guide member 3 standing on the rear end of the base plate 2, and a plurality of elevating plates 4 which are guided by the guide member 3 and move up and down on the base plate 2. I have.

ガイド部材3は、この実施形態では、鉛直方向に沿うガイド溝6を有する部材として示されている。各昇降プレート4は、その後端部がガイド溝6に嵌入されることにより案内される。ベースプレート2は、図2に示すように、前端部が略U字形をなし、これにより鋼管を受け入れる開放部7が形成されている。開放部7はU字形の基部7a、及びこの基部7aから延びる1対の延出部7b,7bによって区画され、各延出部7b,7bにはそれらの対向位置に鋼管を把持するための把持シリンダ8が設けられている。   In this embodiment, the guide member 3 is shown as a member having a guide groove 6 along the vertical direction. Each raising / lowering plate 4 is guided by the rear-end part being inserted in the guide groove 6. As shown in FIG. 2, the front end portion of the base plate 2 has a substantially U shape, thereby forming an open portion 7 for receiving a steel pipe. The opening portion 7 is defined by a U-shaped base portion 7a and a pair of extending portions 7b and 7b extending from the base portion 7a, and the extending portions 7b and 7b have grips for gripping the steel pipe at their opposing positions. A cylinder 8 is provided.

昇降プレート4は、図3に示すように、ベースプレート2と同様の形状をなし、前端部に鋼管を受け入れるための開放部7を有している。開放部7を区画する基部7aの周縁部には、円弧状のガイド溝5が形成されている。ただし、このガイド溝5は最上段の昇降プレート4には設けられていない。   As shown in FIG. 3, the elevating plate 4 has the same shape as the base plate 2 and has an opening 7 for receiving a steel pipe at the front end. An arcuate guide groove 5 is formed on the peripheral edge of the base portion 7 a that defines the open portion 7. However, the guide groove 5 is not provided in the uppermost lift plate 4.

ベースプレート2及び昇降プレート4における各延出部7b,7bの外側部には突出部9がそれぞれ設けられている。昇降プレート4は、図1に示すように、互いに所定間隔を置いて配置され、それらの突出部9に流体圧による1対の給進シリンダ10のシリンダ部がそれぞれ固定され、またベースプレート2の突出部9に給進シリンダ10のロッド部が固定されている。   Protrusions 9 are provided on the outer sides of the extending portions 7b, 7b in the base plate 2 and the lift plate 4, respectively. As shown in FIG. 1, the elevating plate 4 is arranged at a predetermined interval, and the cylinder portions of the pair of feed cylinders 10 by the fluid pressure are respectively fixed to the projecting portions 9, and the base plate 2 projects. The rod portion of the feed cylinder 10 is fixed to the portion 9.

図4に示すように、最上段の昇降プレート4を除く他の昇降プレート4上には回転装置11が同軸的に設けられている。図5(a),(b)は、この回転装置11のみを示したものである。回転装置11は、開放部7に受け入れられた鋼管を把持するための把持部材12と、流体圧による1対の駆動シリンダ13,13を備えている。把持部材12は、第1把持部12aと、この第1把持部12aの両端部にピン14を介して回動可能に枢支される1対の第2把持部12b,12bとからなる。   As shown in FIG. 4, a rotating device 11 is coaxially provided on the other lift plates 4 except the uppermost lift plate 4. FIGS. 5A and 5B show only the rotating device 11. The rotating device 11 includes a gripping member 12 for gripping a steel pipe received in the opening 7 and a pair of drive cylinders 13 and 13 using fluid pressure. The gripping member 12 includes a first gripping portion 12a and a pair of second gripping portions 12b and 12b pivotally supported via pins 14 at both ends of the first gripping portion 12a.

第1把持部12aは昇降プレート4の開放部7を区画する基部7a上に配置される。第1把持部12aの下面には突起15が設けられている。この突起15は基部7aに設けられたガイド溝5に嵌入され、第1把持部12aはガイド溝5に案内されて昇降プレート4面に沿って回動自在である。この第1把持部12aの内周は基部7aの周縁部から幾分か前方に突出するように配置され、この内周には鋼管の外周を把持するための円弧状の凹凸面16が形成されている。   The first grip portion 12 a is disposed on the base portion 7 a that partitions the opening portion 7 of the elevating plate 4. A protrusion 15 is provided on the lower surface of the first grip portion 12a. The protrusion 15 is fitted into a guide groove 5 provided in the base portion 7a, and the first gripping portion 12a is guided by the guide groove 5 and is rotatable along the surface of the elevating plate 4. The inner periphery of the first gripping portion 12a is disposed so as to protrude somewhat forward from the peripheral portion of the base portion 7a, and an arc-shaped uneven surface 16 for gripping the outer periphery of the steel pipe is formed on the inner periphery. ing.

1対の第2把持部12b,12bは、昇降プレート4の開放部7を区画する延出部7b,7b上にそれぞれ配置される。これら第2把持部12b,12bの他端部は自由端部となっていて、図5(b)に示すように第1把持部12aに対して回動することにより開閉自在である。これら第2把持部12b,12bの内周には鋼管の外周を把持するための円弧状の凹凸面16が形成されている。また、これら第2把持部12b,12bの自由端部間には流体圧によるクランプシリンダ17の両端部が枢支され、その一方の端部は取り外し自在なピン18(図1参照)によって一方の第2把持部12bに取り付けられている。なお、把持部材12は上下の昇降プレート4,4間に挟まれ、それらの面に沿って摺動する。このため、把持部材12を構成する第1、第2把持部12a,12bの上下面には、摩擦を低減するためのベアリングプレート20が設けられている。   The pair of second grip portions 12 b and 12 b are respectively disposed on the extending portions 7 b and 7 b that define the opening portion 7 of the elevating plate 4. The other end portions of the second gripping portions 12b and 12b are free end portions, and can be opened and closed by rotating with respect to the first gripping portion 12a as shown in FIG. An arc-shaped uneven surface 16 for gripping the outer periphery of the steel pipe is formed on the inner periphery of the second grip portions 12b, 12b. In addition, both ends of the clamp cylinder 17 by fluid pressure are pivotally supported between the free ends of the second gripping portions 12b and 12b, and one of the ends is detachable by a pin 18 (see FIG. 1). It is attached to the second grip 12b. The grip member 12 is sandwiched between the upper and lower elevating plates 4 and 4 and slides along these surfaces. For this reason, bearing plates 20 for reducing friction are provided on the upper and lower surfaces of the first and second gripping portions 12a and 12b constituting the gripping member 12.

回転装置11を上下に挟む昇降プレート4,4には、それらの後端部間に軸21が設けられている。1対の駆動シリンダ13,13のシリンダ部は、この軸21を介して昇降プレート4に枢支されている。また、駆動シリンダ13,13のロッド部はピン22を介して第2把持部12b,12にそれぞれ枢支されている。把持部材12を閉じた状態で、駆動シリンダ13,13の一方を伸長、他方を収縮作動させることにより、把持部材12を角度回転させることが可能である。また、クランプシリンダ17の一端を取り外し、駆動シリンダ13,13を双方とも収縮させることにより把持部材12を開き、あるいは双方とも伸長作動させることにより把持部材12を閉じることが可能である(図5参照)。   A shaft 21 is provided between the rear ends of the elevating plates 4 and 4 that sandwich the rotating device 11 in the vertical direction. The cylinder portions of the pair of drive cylinders 13 and 13 are pivotally supported by the elevating plate 4 via the shaft 21. The rod portions of the drive cylinders 13 and 13 are pivotally supported by the second gripping portions 12b and 12 via pins 22, respectively. With the gripping member 12 closed, the gripping member 12 can be rotated at an angle by extending one of the drive cylinders 13 and 13 and contracting the other. Also, it is possible to open the gripping member 12 by removing one end of the clamp cylinder 17 and contracting both the drive cylinders 13 and 13 or to close the gripping member 12 by extending both of them (see FIG. 5). ).

次に、上記のような鋼管埋設装置1の使用態様について説明する。いま、全昇降プレート4(以下、昇降プレート4群という)が、図1に示す上昇位置にあるとする。この上昇位置において、クランプシリンダ17を一方の第2把持部12bから取り外し、駆動シリンダ13,13の双方を収縮作動させることにより、把持部材12が図5(b)に示すように開放する。これにより、ベースプレート2及び昇降プレート群4の各開放部7に鋼管を進入させることが可能になる。   Next, the usage aspect of the above steel pipe embedding apparatuses 1 is demonstrated. Now, it is assumed that all the elevating plates 4 (hereinafter referred to as elevating plate 4 group) are in the raised position shown in FIG. In this raised position, the clamp cylinder 17 is removed from one of the second gripping portions 12b and both the drive cylinders 13 and 13 are contracted to open the gripping member 12 as shown in FIG. Thereby, it becomes possible to allow the steel pipe to enter the open portions 7 of the base plate 2 and the lifting plate group 4.

鋼管は縦向きの状態で横方向に移動させることにより、開放部7に受け入れられる。開放部7に受け入れられた鋼管は、継ぎ足しの場合、先に埋設された鋼管の上端に溶接等により接続される。次に、駆動シリンダ13,13を双方とも伸長作動させることにより、把持部材12を閉じる。そして、クランプシリンダ17をピン18により一方の第2把持部12bに取り付け、このクランプシリンダ17を収縮作動させることにより把持部材12に締め付け力を与え、鋼管をクランプする。   The steel pipe is received in the opening portion 7 by moving in the horizontal direction in the vertical state. In the case of addition, the steel pipe received in the open part 7 is connected to the upper end of the previously buried steel pipe by welding or the like. Next, the gripping member 12 is closed by extending both the drive cylinders 13 and 13. Then, the clamp cylinder 17 is attached to one second gripping portion 12b by a pin 18, and the clamping cylinder 17 is contracted to apply a clamping force to the gripping member 12, thereby clamping the steel pipe.

次に、駆動シリンダ13,13の作動により鋼管を角度回転させるのであるが、仮に回転装置11を1台のみ設けたとして、以下、説明する。すなわち、駆動シリンダ13,13の一方を伸長作動、他方を収縮作動させることにより、鋼管を角度回転させる(以下、この回転を正転とする)。このとき、鋼管が自穿孔型のものであれば、給進シリンダ10をフリーポジションとして鋼管をその自重や昇降プレート4、回転装置11の自重により下降させることができる。非自穿孔型の鋼管であれば、給進シリンダ10を伸長作動させ、その押込み力により鋼管を下降させることができる。   Next, although the steel pipe is rotated at an angle by the operation of the drive cylinders 13 and 13, the following description will be made assuming that only one rotating device 11 is provided. That is, one of the drive cylinders 13 and 13 is extended and the other is contracted to rotate the steel pipe at an angle (hereinafter, this rotation is referred to as normal rotation). At this time, if the steel pipe is of a self-drilling type, the steel cylinder can be lowered by its own weight, the lifting plate 4 and the rotating device 11 with the feeding cylinder 10 in a free position. If it is a non-self-piercing type steel pipe, the feeding cylinder 10 can be extended and the steel pipe can be lowered by the pushing force.

次に、駆動シリンダ13,13がストロークエンドに達したら、クランプシリンダ17を伸長作動させて把持部材12による鋼管のクランプを解放する。そして、駆動シリンダ13,13のうち、伸長しているものを収縮作動、また収縮しているものを伸長作動させ、鋼管を伴うことなく把持部材12のみを逆方向に角度回転させる(以下、この回転を逆転とする)。これにより、把持部材は回転開始位置に復帰し、この回転開始位置で再びクランプシリンダ17を収縮作動させて把持部材12に締め付け力を与え、鋼管をクランプする。以下、上記と同様の操作を繰り返して、鋼管を回転させる。   Next, when the drive cylinders 13 reach the stroke end, the clamp cylinder 17 is extended to release the steel pipe clamp by the gripping member 12. Then, of the drive cylinders 13 and 13, the extending cylinder is contracted and the contracting cylinder is expanded, and only the gripping member 12 is rotated in the opposite direction without accompanying the steel pipe (hereinafter, this is referred to as this). The rotation is reversed). As a result, the gripping member returns to the rotation start position, and the clamp cylinder 17 is contracted again at this rotation start position to apply a clamping force to the gripping member 12 and clamp the steel pipe. Thereafter, the same operation as described above is repeated to rotate the steel pipe.

上記のように、回転装置11が1台の場合には、鋼管の回転は間欠的なものとなる。図示の実施形態のように、回転装置11を2台以上の多段に設けることにより、見かけ上は連続的な回転とすることができる。すなわち、回転装置11が2台の場合は上下の回転装置11,11の正転動作が交互に行われるようにする。これをクランプ・正転・クランプ解放・逆転の各動作で示すと次のようになる。
回転装置(上段) クランプ 正転 クランプ解放 逆転
回転装置(下段) クランプ解放 逆転 クランプ 正転
As described above, when the number of the rotating devices 11 is one, the rotation of the steel pipe is intermittent. As in the illustrated embodiment, by providing two or more rotating devices 11 in multiple stages, it is possible to perform continuous rotation in appearance. That is, when there are two rotating devices 11, the forward and backward rotating operations of the upper and lower rotating devices 11, 11 are performed alternately. This is shown as follows in each operation of clamp, forward rotation, clamp release, and reverse rotation.
Rotating device (upper stage) Clamp Forward rotation Clamp release Reverse rotation Rotating device (Lower stage) Clamp release Reverse rotation Clamp Forward rotation

また、回転装置11を3台以上とする場合は、各回転装置の正転動作が順次に行われるようにしてもよいし、上記に示す上段の回転装置と同じ動作をするグループ、下段の回転装置と同じ動作をするグループの2つに分けるようにしてもよい。このように、回転装置を2台以上の多段に設けることにより、鋼管の回転が円滑となり、作業効率を向上させることができる。なお、各シリンダは手動により動作させるようにしてもよいし、シーケンサにより動作を制御するようにしてもよい。   Further, when the number of the rotating devices 11 is three or more, the forward rotation operation of each rotating device may be performed sequentially, the group that performs the same operation as the upper rotating device shown above, the lower rotating You may make it divide into two of the group which carries out the same operation | movement as an apparatus. Thus, by providing two or more rotating devices in multiple stages, the steel pipe can be smoothly rotated and the working efficiency can be improved. Each cylinder may be operated manually or the operation may be controlled by a sequencer.

回転装置11が1台、あるいは複数台いずれの場合も、昇降プレート4が下降位置に達したら、クランプシリンダ17による全ての把持部材12のクランプを解放する。このとき、鋼管が自重により沈下しないように、ベースプレート2に設けた把持シリンダ8により鋼管を把持する。そして、給進シリンダ10の伸長作動により昇降プレート4群を上昇位置まで上昇させる。以下、同様の操作を繰り返して鋼管を地中に埋設する。   Regardless of the number of rotating devices 11 or a plurality of rotating devices 11, when the elevating plate 4 reaches the lowered position, the clamping of all the gripping members 12 by the clamp cylinder 17 is released. At this time, the steel pipe is gripped by the gripping cylinder 8 provided on the base plate 2 so that the steel pipe does not sink due to its own weight. And the raising / lowering plate 4 group is raised to a raise position by the expansion | extension operation | movement of the feed cylinder 10. Thereafter, the same operation is repeated to embed the steel pipe in the ground.

鋼管が仮設の場合は、後にこれを引き抜くことになる。この場合も、給進シリンダ10により昇降プレート4群を上昇させながら、回転装置11により鋼管を回転させることにより、鋼管を引き抜くことができる。   If the steel pipe is temporary, it will be pulled out later. Also in this case, the steel pipe can be pulled out by rotating the steel pipe by the rotating device 11 while raising the elevating plate 4 group by the feeding cylinder 10.

上記のような鋼管埋設装置によれば、空頭制限のある現場条件下でも、その制限内で最長の鋼管を使用した施工工事をすることができる。図6は、このことを示している。すなわち、鋼管Pの長さが同じであるとした場合、高さHの空頭制限があると、従来の全回転オールケーシング掘削機50では施工できないが、この発明による装置では施工が可能となる。   According to the steel pipe embedding apparatus as described above, it is possible to perform construction work using the longest steel pipe within the limit even under on-site conditions with a sky head limit. FIG. 6 illustrates this. That is, assuming that the length of the steel pipe P is the same, if there is a head limitation of height H, the conventional full-rotation all-casing excavator 50 cannot perform the construction, but the apparatus according to the present invention can perform the construction.

また、万一、鋼管のジャーミング事故や装置の故障により通常の施工ができなくなった場合、従来の全回転オールケーシング掘削機では鋼管を完全に抱きかかえているため、現位置からの機械の離脱は困難となる。これに対し、この発明による装置では、把持部材を開放させることで、装置と鋼管を容易にセパレートすることが可能であり、トラブル時にも対処しやすくなる。   Also, in the unlikely event that normal construction is not possible due to a steel pipe jamming accident or equipment failure, the conventional full-rotation all-casing excavator holds the steel pipe completely, so the machine will not leave the current position. It becomes difficult. On the other hand, in the apparatus according to the present invention, the apparatus and the steel pipe can be easily separated by opening the gripping member, and it is easy to cope with troubles.

上記実施形態は例示にすぎず、この発明は種々の態様を採ることができる。例えば、上記実施形態では、把持部材を第1把持部及び1対の把持部の3つの把持部で構成したが
、把持部は2つあるいは4つ以上で構成することもできる。また、ガイド部材もロッド等を用いることもできる。さらに、駆動部材についても、モータとラック・ピニオン機構との組合せによるもの等、他の種々の形式のアクチュエータを選択することができる。
The above embodiment is merely an example, and the present invention can take various aspects. For example, in the above-described embodiment, the gripping member is configured by three gripping units, that is, the first gripping unit and the pair of gripping units. However, the gripping unit may be configured by two or four or more gripping units. Moreover, a rod etc. can also be used for a guide member. Further, various other types of actuators such as a combination of a motor and a rack and pinion mechanism can be selected for the drive member.

この発明の実施形態を示す側面図である。It is a side view which shows embodiment of this invention. ベースプレートを示す平面図である。It is a top view which shows a base plate. 昇降プレートを示す平面図である。It is a top view which shows a raising / lowering plate. 昇降プレートに設けられた回転装置を示す平面図である。It is a top view which shows the rotating apparatus provided in the raising / lowering plate. 回転装置のみを示す平面図である。It is a top view which shows only a rotation apparatus. 従来の全回転オールケーシング掘削機と比較しての本発明装置の効果を説明する図である。It is a figure explaining the effect of this invention apparatus compared with the conventional full rotation all casing excavator.

符号の説明Explanation of symbols

1 鋼管埋設装置
2 ベースプレート
3 ガイド部材
4 昇降プレート
5 ガイド溝
6 ガイド溝
7 開放部
7a 基部
7b 延出部
8 把持シリンダ
10 給進シリンダ
11 回転装置
12 把持部材
12a 第1把持部
12b 第2把持部
13 駆動シリンダ
15 突起
16 凹凸面
17 クランプシリンダ
20 ベアリングプレート
21 軸
DESCRIPTION OF SYMBOLS 1 Steel pipe embedding apparatus 2 Base plate 3 Guide member 4 Elevating plate 5 Guide groove 6 Guide groove 7 Opening part 7a Base part 7b Extension part 8 Holding cylinder 10 Feeding cylinder 11 Rotating device 12 Holding member 12a 1st holding part 12b 2nd holding part 13 Drive cylinder 15 Protrusion 16 Concavity and convexity 17 Clamp cylinder 20 Bearing plate 21 Axis

Claims (6)

鋼管に回転力を与えて地中に埋設するための装置であって、
端部に鋼管を受け入れる略U字形の開放部を有するベースプレートと、
このベースプレートにガイド部材を介して昇降自在に設けられ、端部に鋼管を受け入れる略U字形の開放部を有する昇降プレートと、
この昇降プレートに少なくとも上昇力を与える給進部材と、
この昇降プレート上に設けられた回転装置とを備え、
前記回転装置は、
前記昇降プレートの前記開放部側に開閉自在かつ回動自在に設けられ、前記開放部に受け入れられた鋼管の外周を把持する把持部材と、
この把持部材に締め付け力を与えるクランプ部材と、
前記把持部材を所定角度ごとに回転させる駆動部材とを備えていることを特徴とする鋼管埋設装置。
A device for applying a rotational force to a steel pipe and burying it in the ground,
A base plate having a generally U-shaped opening for receiving a steel pipe at the end;
An elevating plate that is provided on the base plate so as to be movable up and down via a guide member, and has a substantially U-shaped open portion that receives a steel pipe at an end portion;
A feeding member that applies at least a lifting force to the elevating plate;
A rotating device provided on the lifting plate,
The rotating device is
A gripping member that is provided on the open portion side of the lift plate so as to be openable and closable and rotatable, and grips the outer periphery of the steel pipe received by the open portion;
A clamping member for applying a clamping force to the gripping member;
A steel pipe embedding device comprising: a drive member that rotates the gripping member at predetermined angles.
前記昇降プレート及び前記把持部材に、該把持部材の回動を案内するための手段が設けられていることを特徴とする請求項1記載の鋼管埋設装置。   The steel pipe embedding apparatus according to claim 1, wherein means for guiding the rotation of the gripping member is provided on the lifting plate and the gripping member. 前記把持部材は、前記昇降プレート面に沿って回動自在に支持された第1把持部、及びこの第1把持部の両端部に一端部がそれぞれ枢支され、前記昇降プレート面に沿って回動することにより他端部間が開閉する1対の第2把持部からなることを特徴とする請求項1又は2記載の鋼管埋設装置。   The gripping member is pivotally supported along the lifting plate surface, and a first gripping portion rotatably supported along the lifting plate surface, and one end portions pivotally supported at both ends of the first gripping portion. The steel pipe embedding device according to claim 1 or 2, comprising a pair of second gripping portions that open and close between the other end portions when moved. 前記駆動部材は一端部が前記昇降プレートに、他端部が前記第2把持部のそれぞれに枢支された1対の駆動シリンダからなることを特徴とする請求項3記載の鋼管埋設装置。   4. The steel pipe embedding device according to claim 3, wherein the drive member includes a pair of drive cylinders having one end portion pivoted on the lifting plate and the other end pivotally supported on the second gripping portion. 前記回転装置を有する前記昇降プレートが2段以上の多段に設置されていることを特徴とする請求項1〜4のいずれか1記載の鋼管埋設装置。   The steel pipe embedding device according to any one of claims 1 to 4, wherein the elevating plate having the rotating device is installed in two or more stages. 前記ベースプレートの前記開放部側に該開放部に受け入れられた鋼管の外周を把持する把持部材が設けられていることを特徴とする請求項1〜5のいずれか1記載の鋼管埋設装置。   The steel pipe embedding device according to any one of claims 1 to 5, wherein a gripping member for gripping an outer periphery of a steel pipe received in the open portion is provided on the open portion side of the base plate.
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JP2016089425A (en) * 2014-10-31 2016-05-23 株式会社ネクスコ・メンテナンス新潟 Column material drawing device
JP2018105085A (en) * 2016-12-28 2018-07-05 株式会社技研製作所 Pile press fit machine and pile press fit method
JP7440435B2 (en) 2021-01-19 2024-02-28 大成建設株式会社 Fluid collection mount

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JP2016089425A (en) * 2014-10-31 2016-05-23 株式会社ネクスコ・メンテナンス新潟 Column material drawing device
JP2018105085A (en) * 2016-12-28 2018-07-05 株式会社技研製作所 Pile press fit machine and pile press fit method
JP7440435B2 (en) 2021-01-19 2024-02-28 大成建設株式会社 Fluid collection mount

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