JP7404861B2 - Pipe material lowering device and pipe material connection method - Google Patents

Pipe material lowering device and pipe material connection method Download PDF

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JP7404861B2
JP7404861B2 JP2019233198A JP2019233198A JP7404861B2 JP 7404861 B2 JP7404861 B2 JP 7404861B2 JP 2019233198 A JP2019233198 A JP 2019233198A JP 2019233198 A JP2019233198 A JP 2019233198A JP 7404861 B2 JP7404861 B2 JP 7404861B2
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pipe
hanging
lowering device
steel pipe
pipe material
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JP2021102839A (en
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有 光永
剛 鈴木
真 荒川
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Obayashi Corp
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本発明は、両端部にネジ機構が設けられている管材に適用する管材降下装置、及び管材降下装置を用いた管材の連結方法に関する。 TECHNICAL FIELD The present invention relates to a tube lowering device that is applied to a tube having screw mechanisms at both ends thereof, and a method for connecting tubes using the tube lowering device.

従来より、両端部にネジ機構が設けられた管材を、起立姿勢で継ぎ足しながら連結し長尺部材とするべく、様々な方法が検討されている。 Conventionally, various methods have been studied to make a long member by connecting pipe members each having a threaded mechanism at both ends in an upright position.

例えば、特許文献1では、地中孔に先行の鋼管を起立姿勢で挿入し、当該鋼管の胴部を地上に設けた保持具で保持する。次に、ワイヤーを介してクレーンで後行の鋼管を吊り下げ、後行の鋼管の下端に設けられた筒状雄ねじ部を、先行の鋼管の上端に設けられた筒状雌ねじ部に嵌め入れて軸芯合わせを行う。こののち、後行の鋼管を吊り下げた状態で回転させ、後行の鋼管の筒状雄ねじ部を先行の鋼管の筒状雌ねじ部に螺合し、両者を連結する。 For example, in Patent Document 1, a preceding steel pipe is inserted into an underground hole in an upright position, and the body of the steel pipe is held by a holder provided above ground. Next, the trailing steel pipe is suspended by a crane via a wire, and the cylindrical male threaded part provided at the bottom end of the trailing steel pipe is fitted into the cylindrical female threaded part provided at the top end of the leading steel pipe. Perform axis alignment. Thereafter, the trailing steel pipe is suspended and rotated, and the cylindrical male threaded portion of the trailing steel pipe is screwed into the cylindrical female threaded portion of the preceding steel pipe, thereby connecting the two.

特許文献1のような方法で、後行の鋼管を先行の鋼管に連結する場合、回転作業が進むにつれて後行の鋼管は徐々に下降しながら、筒状雄ねじ部を先行の鋼管の筒状雌ねじ部に挿入させていく。 When connecting a trailing steel pipe to a leading steel pipe using the method described in Patent Document 1, as the rotation work progresses, the trailing steel pipe gradually descends and connects the cylindrical male threaded portion to the cylindrical female thread of the leading steel pipe. Insert it into the section.

すると、後行の鋼管の下降に伴いワイヤーに引張力が作用するため、クレーンの吊荷重を増大させることとなり、クレーンの転倒やブームの破損を招きかねない。また、後行の鋼管の筒状雄ねじ部と先行の鋼管の筒状雌ねじ部との間の摩擦抵抗も増大することとなり、連結作業も多大な手間を要することとなる。 Then, as the trailing steel pipe descends, a tensile force is applied to the wire, increasing the hanging load of the crane, which may cause the crane to overturn or the boom to break. Further, the frictional resistance between the cylindrical male threaded portion of the succeeding steel pipe and the cylindrical female threaded portion of the preceding steel pipe will also increase, and the connection work will also require a great deal of effort.

特開2017-44012号公報JP 2017-44012 Publication

上記の現象は、空頭制限のない施工環境であれば、クレーンのブームを伸長させておく、もしくはワイヤーの垂下長さを長大に設定しておくなど、様々な対策を講じることにより回避することが可能である。 The above phenomenon can be avoided by taking various measures, such as extending the boom of the crane or setting a long hanging length of the wire, in a construction environment that does not have free head restrictions. It is possible.

しかし、低空頭な施工環境では、このような対策を講じることが困難である。このため、後行の鋼管を回転する作業と、鋼管の降下量に応じてワイヤを段階的に繰り出して垂下げ長さを調整し、クレーンの吊荷重を所定範囲に保持する作業とを並行して行うなど、作業が煩雑となりやすく施工性に課題が生じる。 However, in a construction environment with low air head, it is difficult to take such measures. For this reason, the work of rotating the trailing steel pipe and the work of keeping the hanging load of the crane within a predetermined range by letting out the wire in stages according to the amount of descent of the steel pipe and adjusting the hanging length are carried out in parallel. The work tends to be complicated and problems arise in terms of construction.

また、空頭制限の有無にかかわらず、先行の鋼管に対する後行の鋼管の連結作業が終了のち、ワイヤーを取り外す玉外し作業は高所作業となるため、作業の安全性や作業足場を設置するための追加作業が生じる等、課題を生じていた。 In addition, regardless of whether or not there is an air head restriction, the work of removing the wire after the connection work of the following steel pipe to the preceding steel pipe is completed requires work at height, so it is important to ensure safety of the work and to install work scaffolds. This caused problems, such as additional work required.

本発明は、かかる課題に鑑みなされたものであって、その主な目的は、ネジ機構を備えた管材を起立姿勢で効率よく連結することの可能な、管材降下装置及び管材の連結方法を提供することである。 The present invention has been made in view of such problems, and its main purpose is to provide a pipe material lowering device and a pipe material connection method that can efficiently connect pipe materials equipped with a screw mechanism in an upright position. It is to be.

かかる目的を達成するため、本発明の管材降下装置は、起立姿勢の管材の上端部に接続される接続筒体と、該接続筒体が外装された吊り材設置部と、を備える管材降下装置であって、前記接続筒体は、前記管材の上端部に設けられたネジ機構に螺合する、ネジ部を備え、前記吊り材設置部は、吊り材が取り付けられる複数の吊ピース、及び該吊りピースが上面に設けられるとともに前記接続筒体に囲繞された吊りビーム、を含むことを特徴とする。または、前記接続筒体に吊り材設置部が締結具を介して設けられていることを特徴とする。さらには、前記吊りビームが、平面視で中心軸から放射方向に延在する複数の梁部材を備えることを特徴とする。 In order to achieve such an object, the pipe material lowering device of the present invention includes a connecting cylinder connected to the upper end of the pipe in an upright position, and a hanging material installation part covered with the connecting cylinder. The connecting cylinder includes a threaded portion that is screwed into a threaded mechanism provided at the upper end of the pipe, and the hanging material installation portion includes a plurality of hanging pieces to which hanging materials are attached, and the hanging material. The present invention is characterized in that it includes a hanging beam having a hanging piece provided on the upper surface thereof and surrounded by the connecting cylinder . Alternatively, a hanging material installation part is provided on the connecting cylinder via a fastener. Furthermore, the suspension beam is characterized in that it includes a plurality of beam members extending in a radial direction from a central axis in a plan view.

本発明の管材降下装置によれば、管材の上端部に接続筒体を接続し、吊り材設置部に吊りワイヤー等の吊り材を設けることで、吊り材を介して管材を容易に吊り下げることができる。 According to the pipe material lowering device of the present invention, by connecting the connecting cylinder to the upper end of the pipe material and providing a hanging material such as a hanging wire in the hanging material installation part, the pipe material can be easily suspended via the hanging material. I can do it.

また、管材降下装置が装着された管材は、吊り下げ状態で軸心周りに回転させることにより、管材降下装置に対して徐々に降下し、所定の回数を回転したのちには接続筒体と管材の接続を解除することもできる。したがって、起立姿勢にある管材の上端部から吊り材を撤去する際、足場を組んで高所作業により実施する手間を省力でき、作業の簡略化と安全性の向上を図ることが可能となる。 In addition, by rotating the pipe material attached to the pipe material lowering device in a suspended state, the pipe material is gradually lowered relative to the pipe material descending device, and after rotating a predetermined number of times, the pipe material is connected to the connecting cylinder. You can also cancel the connection. Therefore, when removing the hanging material from the upper end of the pipe in an upright position, it is possible to save the effort of constructing scaffolding and performing the work at height, and it is possible to simplify the work and improve safety.

また、本発明の管材の連結方法は、本発明の管材降下装置を用いて、複数の管材を該管材の両端部に備えられたネジ機構を介して、起立姿勢で連結する管材の連結方法であって、起立姿勢で所定位置に配置された先行の前記管材の上方に、後行する前記管材降下装置を装着した前記管材を吊り下げて軸芯合わせを行ったのち、後行する前記管材を吊り下げ状態で軸心周りに回転させ、前記管材降下装置に対して降下させつつ、先行の前記管材に連結することを特徴とする。 Further, the method for connecting pipe materials of the present invention is a method for connecting a plurality of pipe materials in an upright position using the pipe material lowering device of the present invention via screw mechanisms provided at both ends of the pipe materials. Then, the trailing pipe with the pipe lowering device attached thereto is suspended above the leading pipe placed in a predetermined position in an upright position, and the axes of the trailing pipe are aligned. It is characterized in that it is rotated around the axis in a suspended state and connected to the preceding pipe material while being lowered relative to the pipe material lowering device.

本発明の管材の連結方法によれば、先行の管材に後行する管材を連結するべく、先行の管材及び管材降下装置が回転しない状態で、後行の管材を軸心周りに回転させると、後行の管材は先行の管材にネジ接続されるため徐々に下降するものの、管材降下装置は連動し下降することなくその高さ位置を保持することができる。これにより、管材降下装置に取り付けられた吊り材や、クレーン等の揚重装置に対して、吊荷重を増大させるような引張力を作用させることがない。 According to the pipe connecting method of the present invention, in order to connect the trailing pipe to the leading pipe, when the trailing pipe is rotated around its axis while the leading pipe and the pipe lowering device are not rotating, Since the trailing tube is threadedly connected to the leading tube, it gradually descends, but the tube lowering device is interlocked and can maintain its height position without descending. Thereby, no tensile force that would increase the hanging load is applied to the hanging material attached to the pipe lowering device or the lifting device such as a crane.

したがって、吊り材や揚重装置に対して、管材の自重を超える過大な吊荷重を想定した装備を施す必要はない。また、低空頭な施工環境にあっても、後行の管材を回転する作業と、管材の降下量に応じて揚重装置の吊荷重を所定範囲に保持する作業とを並行して行うといった煩雑な作業を省略できる。これにより、いずれの施工環境にあっても、起立姿勢で複数の管体を連結する際の作業性を、大幅に向上することが可能となる。 Therefore, there is no need to equip the hanging material or lifting device with equipment that assumes an excessive lifting load that exceeds the own weight of the pipe material. In addition, even in a construction environment with low air head, the work of rotating the trailing pipe material and the work of maintaining the lifting load of the lifting device within a predetermined range according to the amount of descent of the pipe material are performed in parallel, which is a complicated task. You can omit some work. This makes it possible to significantly improve workability when connecting multiple pipe bodies in an upright position in any construction environment.

本発明によれば、管材降下装置が装着された管材を吊り下げ状態で軸心周りに回転すると、管材降下装置に対して管材のみを降下させ、管材降下装置に取り付けた吊り材や揚重装置に吊荷重を増大させるような引張力を作用させることがないため、ネジ機構を備えた管材を起立姿勢で連結する際、吊り下げ状態で軸心周りに回転させる管材に管材降下装置を装着することにより、連結作業の効率を大幅に向上させることが可能となる。 According to the present invention, when the pipe material attached to the pipe material lowering device is rotated around the axis in a suspended state, only the pipe material is lowered relative to the pipe material lowering device, and the hanging material and the lifting device attached to the pipe material lowering device are lowered. When connecting pipes equipped with screw mechanisms in an upright position, a pipe lowering device is attached to the pipes that are rotated around their axis while suspended, so that no tensile force is applied that would increase the hanging load. This makes it possible to significantly improve the efficiency of connection work.

本発明の実施の形態における管材降下装置の概略を示す図である。1 is a diagram schematically showing a pipe material lowering device in an embodiment of the present invention. 本発明の実施の形態における管材降下装置の吊りビームを示す図である。It is a figure showing a suspension beam of a pipe lowering device in an embodiment of the present invention. 本発明の実施の形態における管材降下装置の接続筒体を示す図である。It is a figure which shows the connection cylinder of the pipe material lowering device in embodiment of this invention. 本発明の実施の形態における鋼管部材の連結方法を示す図である(その1)。FIG. 2 is a diagram (part 1) showing a method for connecting steel pipe members in an embodiment of the present invention. 本発明の実施の形態における鋼管部材の連結方法を示す図である(その2)。FIG. 2 is a diagram showing a method for connecting steel pipe members in an embodiment of the present invention (part 2). 本発明の実施の形態における鋼管部材の連結方法の他の事例を示す図である。It is a figure which shows the other example of the connection method of the steel pipe member in embodiment of this invention. 本発明の実施の形態における管材降下装置の吊り材設置部の他の事例を示す図である。It is a figure which shows the other example of the hanging material installation part of the pipe material lowering apparatus in embodiment of this invention. 本発明の実施の形態における管材降下装置を鋼管部材に装着する際の他の事例を示す図である。It is a figure which shows the other example at the time of equipping a steel pipe member with the pipe material lowering device in embodiment of this invention.

本発明は、両端部にネジ機構を備えた複数の管材を、起立姿勢で連結する際に好適な装置および方法である。採用する管材はいずれでもよいが、本実施の形態では、鋼管部材を事例に挙げ、図1~図6を参照しつつ、以下にその詳細を説明する。なお、管材は鋼管部材に限定されるものではなく、また、その用途も柱、杭、構真柱等、いずれに用いられるものであってもよい。 The present invention is an apparatus and method suitable for connecting a plurality of tube members each having a screw mechanism at both ends in an upright position. Although any pipe material may be used, in this embodiment, a steel pipe member is taken as an example, and its details will be explained below with reference to FIGS. 1 to 6. Note that the pipe material is not limited to steel pipe members, and may be used for columns, piles, structural pillars, etc.

図1(a)で示すように、鋼管部材10は、ネジ機構13を構成する雄ネジ管15が下端部に設けられるとともに、雌ネジ管14が上端部に設けられている。そして、この雌ネジ管14に管材降下装置1が装着されるとともに、管材降下装置1に吊りワイヤー16が装着されることで、鋼管部材10は、吊りワイヤー16を介してクレーン等の揚重装置により吊り下げられている。 As shown in FIG. 1(a), the steel pipe member 10 is provided with a male threaded pipe 15 constituting a screw mechanism 13 at its lower end, and a female threaded pipe 14 at its upper end. Then, the pipe material lowering device 1 is attached to this female threaded pipe 14, and the hanging wire 16 is attached to the pipe material lowering device 1, so that the steel pipe member 10 is attached to a lifting device such as a crane via the hanging wire 16. It is suspended by.

そして、吊り下げられることにより起立姿勢となっている鋼管部材10は、回転力を付与されることにより軸心周りに回転して管材降下装置1に対して徐々に降下し、所定の回数を回転したのち、図1(b)で示すように、管材降下装置1から取り外される。以下に、管材降下装置1の詳細を、図1~図3を参照しつつ説明する。 Then, the steel pipe member 10, which is in an upright position due to being suspended, rotates around the axis by applying a rotational force, gradually descends relative to the pipe material lowering device 1, and rotates a predetermined number of times. Thereafter, as shown in FIG. 1(b), it is removed from the tube lowering device 1. Details of the pipe material lowering device 1 will be explained below with reference to FIGS. 1 to 3.

≪≪管材降下装置≫≫
管材降下装置1は、図1(b)で示すように、吊りワイヤー16が取り付けられた吊りビーム2と、鋼管部材10に接続される接続筒体3と、により構成されている。
≪≪Pipe lowering device≫≫
As shown in FIG. 1(b), the pipe material lowering device 1 includes a hanging beam 2 to which a hanging wire 16 is attached, and a connecting cylinder 3 connected to a steel pipe member 10.

吊りビーム2は、図2(a)で示すように、平面視で中心軸Cから放射方向に延在するように設けられた複数の梁部材21と、図2(b)で示すように、梁部材21の上面に設けられた複数の吊受け具22と、同じく梁部材21の上面に設けられた中央部吊ピース23と、を備えている。 As shown in FIG. 2(a), the suspension beam 2 includes a plurality of beam members 21 provided to extend in a radial direction from the central axis C in plan view, and as shown in FIG. 2(b), It includes a plurality of suspension holders 22 provided on the upper surface of the beam member 21 and a central suspension piece 23 similarly provided on the upper surface of the beam member 21.

梁部材21は、鋼管部材10を吊り下げた際に曲げを生じることのない材料であればいずれを採用してもよく、本実施の形態ではH型鋼等の鋼材を用いている。また、放射方向の先端部近傍にはリブプレート211を設けて補剛し、その上方に吊受け具22を設けている。 The beam member 21 may be made of any material as long as it does not bend when the steel pipe member 10 is suspended, and in this embodiment, a steel material such as H-shaped steel is used. Further, a rib plate 211 is provided near the tip in the radial direction for stiffening, and a hanging holder 22 is provided above the rib plate 211.

吊受け具22は、梁部材21の放射方向先端部各々に固定された鋼材片であり、その上面に吊りワイヤー16が係止される吊ピース221が設けられ、その側面にも梁部材21から突出するように、同様の吊ピース221が設けられている。なお、本実施の形態では、側面に設けた吊ピース221をすべての吊受け具22に設けている。 The suspension holder 22 is a piece of steel fixed to each of the radial ends of the beam member 21, and a suspension piece 221 to which the suspension wire 16 is secured is provided on the upper surface of the suspension piece 221. A similar hanging piece 221 is provided so as to protrude. In addition, in this embodiment, all the hanging holders 22 are provided with hanging pieces 221 provided on the side surfaces.

一方、上面に設ける吊ピース221は、中心軸Cを挟んで等間隔で平行に配置された2か所の吊受け具22にのみ設けられている。しかし、その設置位置は、鋼管部材10を鉛直状に吊り下げることが可能な位置であれば、玉掛作業時に3点支持もしくは4点支持可能な位置に設けてもよいし、吊受け具22のすべてに設けてもよい。 On the other hand, the hanging pieces 221 provided on the upper surface are provided only at two hanging holders 22 arranged in parallel at equal intervals with the central axis C in between. However, as long as the installation position is such that the steel pipe member 10 can be suspended vertically, it may be installed at a position where it can be supported at 3 or 4 points during sling work, or it may be installed at a position where it can be supported at 3 or 4 points during sling work, or it may be installed at a position where it can be supported at 3 or 4 points during sling work. It may be provided for all.

また、吊受け具22の下面には、図2(b)で示すように、梁部材21の先端から張出すようにして、鋼板等よりなる連結板222が設けられている。連結板222には、後述する接続筒体3を接合する際に用いる、ボルト等の締結具4を貫通させるための締結具貫通孔が設けられている。 Furthermore, as shown in FIG. 2(b), a connecting plate 222 made of a steel plate or the like is provided on the lower surface of the hanging holder 22 so as to protrude from the tip of the beam member 21. The connecting plate 222 is provided with a fastener through hole through which a fastener 4 such as a bolt is passed, which is used when joining the connecting cylinder 3 to be described later.

中央部吊ピース23は、吊り環、シャックル、もしくはフック等の吊り金具173を取り付け可能な金具であり、梁部材21の上面であって吊りビーム2の中心軸C上に設けられている。なお、中央部吊ピース23の設置位置はこれに限定されるものではなく、例えば、吊りビーム2の中心軸Cを挟んで梁部材21の上面の2か所に配置するなどしてもよい。さらに、中央部吊ピース23は必ずしも設けなくてもよい。 The central hanging piece 23 is a metal fitting to which a hanging fitting 173 such as a hanging ring, shackle, or hook can be attached, and is provided on the upper surface of the beam member 21 and on the central axis C of the hanging beam 2. Note that the installation position of the central hanging piece 23 is not limited to this, and for example, it may be placed at two locations on the upper surface of the beam member 21 with the central axis C of the hanging beam 2 interposed therebetween. Furthermore, the central hanging piece 23 does not necessarily need to be provided.

このような構成の吊りビーム2には、図3(a)で示すように、筒状体よりなる接続筒体3が外装され、両者は締結具4を介して接続されている。 As shown in FIG. 3(a), the hanging beam 2 having such a configuration is covered with a connecting cylinder 3 made of a cylindrical body, and both are connected via a fastener 4.

接続筒体3は、図3(b)で示すように、吊りビーム2との取り合いとなるビーム取付リング31と、ビーム取付リング31に設けられたネジ筒体32と、ネジ筒体32に設けられた雄ネジ部33と、により構成されている。 As shown in FIG. 3(b), the connecting cylinder 3 includes a beam mounting ring 31 that connects to the hanging beam 2, a threaded cylinder 32 provided on the beam mounting ring 31, and a threaded cylinder 32 provided on the threaded cylinder 32. and a male threaded portion 33.

ビーム取付リング31は、所定の部材厚を有するリング部材よりなり、上面が吊りビーム2に備えた連結板222の下面に当接する程度の大きさに形成されている。また、ビーム取付リング31の上面には、締結具4が嵌合するボルト嵌合孔が、周方向に間隔を有して複数設けられている。 The beam attachment ring 31 is made of a ring member having a predetermined thickness, and is formed in such a size that its upper surface comes into contact with the lower surface of the connecting plate 222 provided on the suspension beam 2. Further, on the upper surface of the beam attachment ring 31, a plurality of bolt fitting holes into which the fasteners 4 are fitted are provided at intervals in the circumferential direction.

ネジ筒体32は、図3(b)(c)で示すように、ビーム取付リング31と略同径の筒体よりなり、その上面がビーム取付リング31の下面に接合されているとともに、外周面には、雄ネジ部33が設けられている。 As shown in FIGS. 3(b) and 3(c), the threaded cylinder 32 is a cylinder having approximately the same diameter as the beam attachment ring 31, and its upper surface is joined to the lower surface of the beam attachment ring 31. A male threaded portion 33 is provided on the surface.

雄ネジ部33は、鋼管部材10の上端に設けられた雌ネジ管14に螺合する形状、つまり雄ネジ管15に形成された雄ネジ部と同一形状(谷径、山径、ピッチおよび条数が同一)に形成されている。なお、雄ネジ部33のねじ山数は、管材降下装置1と鋼管部材10との接続を解除するために、鋼管部材10を回転させる際の回転数と、ねじ乗数に応じて設定すればよい。 The male threaded portion 33 has a shape that is screwed into the female threaded pipe 14 provided at the upper end of the steel pipe member 10, that is, the same shape as the male threaded portion formed on the male threaded pipe 15 (root diameter, mountain diameter, pitch, and thread). The numbers are the same). In addition, the number of threads of the male screw part 33 may be set according to the number of rotations when rotating the steel pipe member 10 and the thread multiplier in order to release the connection between the pipe material lowering device 1 and the steel pipe member 10. .

例えば、鋼管部材10に設けた雌ネジ管14および雄ネジ管15よりなるネジ機構13に4条ネジが採用されている状態において、鋼管部材10を2回転半させることにより、鋼管部材10から管材降下装置1を取り外したい場合には、ねじ山の数量を10(ねじ条数×回転数)とすればよい。 For example, in a state where the screw mechanism 13 consisting of the female threaded pipe 14 and the male threaded pipe 15 provided in the steel pipe member 10 employs a four thread thread, by rotating the steel pipe member 10 two and a half turns, the pipe material is removed from the steel pipe member 10. If it is desired to remove the descending device 1, the number of threads may be set to 10 (number of threads x number of rotations).

これにより、管材降下装置1は、接続筒体3に形成された雄ネジ部33と鋼管部材10の上端部に設けた雌ネジ管14の雌ネジ部を螺合させることにより、接続筒体3が鋼管部材10の雌ネジ管14にネジ接続され、鋼管部材10に装着された状態となる。そして、図1(a)で示すように、吊りビーム2に吊りワイヤー16を取り付けることで、吊りワイヤー16を介して鋼管部材10を容易に吊り下げることができる。 Thereby, the pipe material lowering device 1 screws together the male threaded part 33 formed in the connecting cylinder 3 and the female threaded part of the female threaded pipe 14 provided at the upper end of the steel pipe member 10. is screwed to the female threaded pipe 14 of the steel pipe member 10, and is in a state where it is mounted on the steel pipe member 10. As shown in FIG. 1(a), by attaching the suspension wire 16 to the suspension beam 2, the steel pipe member 10 can be easily suspended via the suspension wire 16.

一方で、鋼管部材10は、吊り下げ状態で軸心周りに回転させることにより、管材降下装置1に対して徐々に降下し、所定の回数(本実施の形態では2回転半)を回転したのちには、図1(b)で示すように、接続筒体3と鋼管部材10の雌ネジ管14とのネジ接続が解除され、管材降下装置1を鋼管部材10から取り外すことができる。したがって、起立姿勢にある鋼管部材10の上端部から吊り材を撤去する際、足場を組んで高所作業により実施する手間を省力でき、作業の簡略化と安全性の向上を図ることが可能となる。 On the other hand, the steel pipe member 10 is rotated around its axis in a suspended state, so that it gradually lowers with respect to the pipe material lowering device 1, and after rotating a predetermined number of times (two and a half revolutions in this embodiment). 1B, the threaded connection between the connecting cylinder 3 and the female threaded pipe 14 of the steel pipe member 10 is released, and the pipe lowering device 1 can be removed from the steel pipe member 10. Therefore, when removing the hanging material from the upper end of the steel pipe member 10 in an upright position, it is possible to save the time and effort of constructing scaffolding and working at heights, simplifying the work and improving safety. Become.

≪≪管材の連結方法≫≫
このような構成の管材降下装置1を用いて、図5(c)で示すように、先行して地中孔Hに配置された下側鋼管部材11に、後行して上側鋼管部材12を起立姿勢で継ぎ足すための管材の連結方法を、図4および図5を参照しつつ、以下に説明する。
≪≪How to connect pipe materials≫≫
Using the pipe material lowering device 1 with such a configuration, as shown in FIG. A method of connecting pipes for splicing in an upright position will be described below with reference to FIGS. 4 and 5.

なお、下側鋼管部材11は、図5(c)で示すように、地中孔Hに挿入されるとともに上端部に設けられた雌ネジ管14を地表面より上方に突出させた状態で、例えば地中孔Hを囲うように配置された保持具18を介して、起立姿勢に保持されている。 In addition, as shown in FIG. 5(c), the lower steel pipe member 11 is inserted into the underground hole H, with the female threaded pipe 14 provided at the upper end protruding upward from the ground surface. For example, it is held in an upright position via a holder 18 arranged so as to surround the underground hole H.

まず、図4(a)で示すように、地上で上側鋼管部材12を架台19上に倒伏姿勢で配置したのち、上側鋼管部材12と管材降下装置1の軸芯合わせを行う。なお、管材降下装置1は、例えば吊りビーム2に取り付けた吊りワイヤー16を介して吊持しておく。 First, as shown in FIG. 4(a), the upper steel pipe member 12 is placed on the pedestal 19 on the ground in a laid-down position, and then the axes of the upper steel pipe member 12 and the pipe lowering device 1 are aligned. Note that the pipe material lowering device 1 is suspended via a suspension wire 16 attached to the suspension beam 2, for example.

軸芯合わせが終了したところで、図4(b)で示すように、上側鋼管部材12の雌ネジ管14に、管材降下装置1の接続筒体3を挿入して螺合することにより両者をネジ接続して、上側鋼管部材12に管材降下装置1を装着する。 When the axis alignment is completed, as shown in FIG. 4(b), the connecting cylinder 3 of the pipe lowering device 1 is inserted into the female threaded pipe 14 of the upper steel pipe member 12 and screwed together, thereby screwing them together. Then, the pipe lowering device 1 is attached to the upper steel pipe member 12.

次に、図4(c)で示すように、吊りワイヤー16を介してクレーン(図示せず)により管材降下装置1を装着した上側鋼管部材12を起立させ、起立姿勢の上側鋼管部材12を下側鋼管部材11の上方へ移動させる。 Next, as shown in FIG. 4(c), the upper steel pipe member 12 equipped with the pipe lowering device 1 is erected by a crane (not shown) via the hanging wire 16, and the upper steel pipe member 12 in the upright position is lowered. Move it above the side steel pipe member 11.

図5(a)で示すように、起立姿勢の上側鋼管部材12を下側鋼管部材11の上方で移動させたのち、上側鋼管部材12の雄ネジ管15を下側鋼管部材11の雌ネジ管14に挿入し当接させるとともに、上側鋼管部材12と下側鋼管部材11の軸芯合わせを行う。 As shown in FIG. 5(a), after moving the upper steel pipe member 12 in the upright position above the lower steel pipe member 11, the male threaded pipe 15 of the upper steel pipe member 12 is inserted into the female threaded pipe of the lower steel pipe member 11. 14 and bring them into contact with each other, and the axes of the upper steel pipe member 12 and the lower steel pipe member 11 are aligned.

こののち、図5(b)で示すように、管材降下装置1を利用して吊り下げ状態の上側鋼管部材12に回転力を付与して軸心周りに回転させ、上側鋼管部材12の雄ネジ管15を下側鋼管部材11の雌ネジ管14に螺合させる。上側鋼管部材12の、下端に設けた雄ネジ管15は下側鋼管部材11の雌ネジ管14に徐々に貫入するが、上端に設けた雌ネジ管14は、接続筒体3とのネジ接続が徐々に解除される。 After this, as shown in FIG. 5(b), a rotational force is applied to the suspended upper steel pipe member 12 using the pipe lowering device 1 to rotate it around the axis, and the male screw of the upper steel pipe member 12 is rotated. The pipe 15 is screwed into the female threaded pipe 14 of the lower steel pipe member 11. The male threaded pipe 15 provided at the lower end of the upper steel pipe member 12 gradually penetrates into the female threaded pipe 14 of the lower steel pipe member 11, but the female threaded pipe 14 provided at the upper end is threadedly connected to the connecting cylinder 3. will be gradually lifted.

したがって、管材降下装置1に対して上側鋼管部材12が徐々に下降し、管材降下装置1はその高さ位置が保持されるから、管材降下装置1に取り付けられた吊りワイヤー16や、クレーンに対して、吊荷重を増大させるような引張力を作用させることがない。 Therefore, the upper steel pipe member 12 is gradually lowered with respect to the pipe lowering device 1, and the pipe lowering device 1 is maintained at its height position, so that the hanging wire 16 attached to the pipe lowering device 1 and the crane are Therefore, no tensile force is applied that would increase the hanging load.

したがって、従来技術のように、吊りワイヤー16やクレーンに対して、上側鋼管部材12の自重を超える過大な吊荷重を想定した装備を施す必要はない。また、低空頭な施工環境にあっても、上側鋼管部材12を回転する作業と、上側鋼管部材12の降下量に応じてクレーンの吊荷重を所定範囲に保持する作業とを並行して行うといった煩雑な作業を省略できる。これにより、いずれの施工環境にあっても、起立姿勢で複数の鋼管部材10を連結する際の作業性を、大幅に向上することが可能となる。 Therefore, unlike the prior art, there is no need to equip the suspension wire 16 or the crane with equipment that assumes an excessive suspension load that exceeds the own weight of the upper steel pipe member 12. Furthermore, even in a construction environment with low air head, the work of rotating the upper steel pipe member 12 and the work of maintaining the hanging load of the crane within a predetermined range according to the amount of descent of the upper steel pipe member 12 can be performed in parallel. You can omit complicated work. This makes it possible to significantly improve workability when connecting a plurality of steel pipe members 10 in an upright position in any construction environment.

特に、低空頭であったり狭隘な施工現場では、採用する鋼管部材10も短小なものを用いることに伴い連結作業の回数も増大するが、その回数が増大しても効率よく連結作業を行うことが可能となる。 In particular, in construction sites with low air head or narrow spaces, the number of times of connection work increases as the steel pipe members 10 used are also short and small. becomes possible.

そして、上側鋼管部材12を所定回数だけ回転させると、図5(c)で示すように、下側鋼管部材11に対して上側鋼管部材12が自立可能な程度に、上側鋼管部材12の雄ネジ管15と下側鋼管部材11の雌ネジ管14が螺合される一方で、管材降下装置1は、上側鋼管部材12から取り外される。 Then, when the upper steel pipe member 12 is rotated a predetermined number of times, as shown in FIG. While the pipe 15 and the female threaded pipe 14 of the lower steel pipe member 11 are screwed together, the pipe lowering device 1 is removed from the upper steel pipe member 12.

したがって、上側鋼管部材12から吊りワイヤー16を撤去するための高所作業を省略でき、作業効率をさらに向上させることが可能となる。こののち、必要に応じて、上側鋼管部材12をさらに回転させて十分なねじ締めを行うことにより、上側鋼管部材12と下側鋼管部材11はネジ接続により連結されることとなる。 Therefore, work at a high place for removing the hanging wire 16 from the upper steel pipe member 12 can be omitted, and work efficiency can be further improved. Thereafter, if necessary, the upper steel pipe member 12 is further rotated and the screws are sufficiently tightened, so that the upper steel pipe member 12 and the lower steel pipe member 11 are connected by a screw connection.

本発明の管材降下装置1及び管材の連結方法は、上記実施形態に限定されるものではなく、本発明の趣旨を逸脱しない範囲で種々の変更が可能である。 The pipe material lowering device 1 and the pipe material connection method of the present invention are not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention.

例えば、本実施の形態では、起立姿勢の鋼管部材10の上端部に雌ネジ管14が設けられているため、管材降下装置1を構成する接続筒体3に雄ネジ部33を設けたが、必ずしもこれに限定されえるものではない。鋼管部材10の上端部に雄ネジ管15が設けられている場合には、接続筒体3に雄ネジ部33に替えて、雄ネジ管15に螺合可能な雌ネジ部を設けるとよい。 For example, in the present embodiment, since the female threaded pipe 14 is provided at the upper end of the steel pipe member 10 in the upright position, the male threaded portion 33 is provided on the connecting cylinder 3 constituting the pipe material lowering device 1. It is not necessarily limited to this. When the male threaded pipe 15 is provided at the upper end of the steel pipe member 10, it is preferable to provide the connecting cylinder 3 with a female threaded part that can be screwed into the male threaded pipe 15 in place of the male threaded part 33.

また、本実施の形態では、管材降下装置1を1本の吊りワイヤー16で吊持して鋼管部材10を吊り下げ連結作業を行ったが、これに限定されるものではない。 Further, in the present embodiment, the pipe material lowering device 1 is suspended by one hanging wire 16 to suspend and connect the steel pipe members 10, but the present invention is not limited to this.

例えば、図6で示すように、門型クレーン17の横行レール171を走行するトロリー172から平行に2本の吊りワイヤー16を垂下し、これを管材降下装置1の吊りビーム2に取り付けて鋼管部材10を吊り下げてもよい。なお、吊りワイヤー16に代えて図2(b)で示すような吊り金具173を採用してもよい。 For example, as shown in FIG. 6, two hanging wires 16 are suspended in parallel from a trolley 172 running on a transverse rail 171 of a portal crane 17, and these are attached to the hanging beam 2 of the pipe material lowering device 1. 10 may be suspended. Note that instead of the hanging wire 16, a hanging fitting 173 as shown in FIG. 2(b) may be used.

こうすると、鋼管部材10に回転力を付与し軸心周りに回転させた際に、管材降下装置1が供回りする現象を抑制できるため、効率よく鋼管部材10を回転させることができるとともに、管材降下装置1の接続筒体3と鋼管部材10の雌ネジ管14とのネジ接続をスムーズに解除することが可能となる。 In this way, when a rotational force is applied to the steel pipe member 10 and the steel pipe member 10 is rotated around the axis, it is possible to suppress the phenomenon in which the pipe material lowering device 1 rotates together with the steel pipe member 10, so that the steel pipe member 10 can be rotated efficiently, and the pipe material It becomes possible to smoothly release the threaded connection between the connecting cylinder 3 of the descending device 1 and the female threaded pipe 14 of the steel pipe member 10.

さらに、本実施の形態では、管材降下装置1の接続筒体3に設ける吊り材設置部として、図2で示す複数の梁部材21を備える吊りビーム2を採用したが、必ずしもこれに限定されるものではない。例えば、図7(a)で示すように、吊りビーム2に梁部材21を1本のみ備えた構成としてもよいし、図7(b)で示すように、接続筒体3の上面を覆う円形鋼板よりなる蓋材24に吊ピース221や中央部吊りピース23等を設け、これを吊り材設置部とするなどしてもよい。もしくは、接続筒体3を加工し、吊り材設置部を形成してもよい。 Further, in this embodiment, the suspension beam 2 including a plurality of beam members 21 shown in FIG. 2 is employed as the suspension material installation section provided on the connecting cylinder 3 of the pipe material lowering device 1, but the invention is not necessarily limited to this. It's not a thing. For example, as shown in FIG. 7(a), the hanging beam 2 may have only one beam member 21, or as shown in FIG. 7(b), a circular A hanging piece 221, a central hanging piece 23, etc. may be provided on the lid material 24 made of a steel plate, and these may be used as a hanging material installation section. Alternatively, the connecting cylinder 3 may be processed to form a hanging material installation portion.

また、本実施の形態では、管材降下装置1を上側鋼管部材12に装着する際、図4(b)で示すように、上側鋼管部材12を倒伏姿勢としたが、図8で示すように、上側鋼管部材12を起立姿勢にしてその上端に管材降下装置1を装着してもよい。こうすると、吊りワイヤー16を介してクレーン(図示せず)により管材降下装置1を吊持した状態で、クレーンのフック等の吊り金具173をスイベル機構174により回転させることで、上側鋼管部材12に対して管材降下装置1を容易に装着することが可能となる。 Furthermore, in this embodiment, when the pipe material lowering device 1 is attached to the upper steel pipe member 12, the upper steel pipe member 12 is placed in a collapsed position as shown in FIG. 4(b), but as shown in FIG. The upper steel pipe member 12 may be placed in an upright position and the pipe lowering device 1 may be attached to its upper end. In this way, while the pipe material lowering device 1 is suspended by a crane (not shown) via the hanging wire 16, by rotating the hanging fitting 173 such as the hook of the crane by the swivel mechanism 174, the upper steel pipe member 12 is suspended. On the other hand, it becomes possible to easily mount the pipe material lowering device 1.

1 管材降下装置
2 吊りビーム(吊り材設置部)
21 梁部材
22 吊受け具
221 吊ピース
222 連結板
23 中央部吊ピース
24 蓋材
3 接続筒体
31 ビーム取付リング
32 ネジ筒体
33 雄ネジ部(ネジ部)
4 締結具

10 鋼管部材(管材)
11 下側鋼管部材(先行の管材)
12 上側鋼管部材(後行の管材)
13 ネジ機構
14 雌ネジ管
15 雄ネジ管
16 吊りワイヤー(吊り材)
17 門型クレーン(揚重装置)
171 横行レール
172 トロリー
173 吊り金具
174 スイベル機構
18 保持具
19 架台
H 地中孔
1 Pipe lowering device 2 Hanging beam (hanging material installation part)
21 Beam member 22 Hanging holder 221 Hanging piece 222 Connecting plate 23 Central hanging piece 24 Lid material 3 Connection cylinder 31 Beam mounting ring 32 Threaded cylinder 33 Male thread part (threaded part)
4 Fasteners

10 Steel pipe members (tube materials)
11 Lower steel pipe member (preceding pipe material)
12 Upper steel pipe member (trailing pipe material)
13 Screw mechanism 14 Female threaded pipe 15 Male threaded pipe 16 Hanging wire (hanging material)
17 Gate type crane (lifting device)
171 Traverse rail 172 Trolley 173 Hanging fitting 174 Swivel mechanism 18 Holding tool 19 Frame H Underground hole

Claims (4)

起立姿勢の管材の上端部に接続される接続筒体と、
該接続筒体が外装された吊り材設置部と、
を備える管材降下装置であって、
前記接続筒体は、前記管材の上端部に設けられたネジ機構に螺合する、ネジ部を備え、
前記吊り材設置部は、吊り材が取り付けられる複数の吊ピース、及び該吊りピースが上面に設けられるとともに前記接続筒体に囲繞された吊りビーム、を含むことを特徴とする管材降下装置。
a connecting cylinder connected to the upper end of the pipe in an upright position;
a hanging material installation part in which the connecting cylinder is sheathed ;
A pipe material lowering device comprising:
The connecting cylinder includes a threaded portion that is threaded into a threaded mechanism provided at the upper end of the tube,
The pipe material lowering device is characterized in that the hanging material installation section includes a plurality of hanging pieces to which hanging materials are attached, and a hanging beam having the hanging pieces provided on the upper surface and surrounded by the connecting cylinder.
請求項1に記載の管材降下装置において、
前記接続筒体に吊り材設置部が締結具を介して設けられていることを特徴とする管材降下装置。
The pipe material lowering device according to claim 1,
A pipe material lowering device, characterized in that a hanging material installation part is provided on the connecting cylinder via a fastener .
請求項1に記載の管材降下装置において、前記吊りビームが、平面視で中心軸から放射方向に延在する複数の梁部材を備えることを特徴とする管材降下装置。 2. The tube lowering device according to claim 1, wherein the suspension beam includes a plurality of beam members extending in a radial direction from a central axis in plan view . 請求項1から3のいずれか一項に記載の管材降下装置を用いて、複数の管材を該管材の両端部に備えられたネジ機構を介して、起立姿勢で連結する管材の連結方法であって、
起立姿勢で所定位置に配置された先行の前記管材の上方に、後行する前記管材降下装置
を装着した前記管材を吊り下げて軸芯合わせを行ったのち、
後行する前記管材を、吊り下げ状態で軸心周りに回転させ、前記管材降下装置に対して
降下させつつ、先行の前記管材に連結することを特徴とする管材の連結方法。
4. A method for connecting a plurality of tubes in an upright position using the tube lowering device according to any one of claims 1 to 3 , using a screw mechanism provided at both ends of the tubes. hand,
After suspending the trailing pipe member equipped with the pipe lowering device above the leading pipe member placed at a predetermined position in an upright position and aligning the axis,
A method for connecting pipe materials, characterized in that the following pipe material is connected to the preceding pipe material while being rotated around an axis in a suspended state and lowered relative to the pipe material lowering device.
JP2019233198A 2019-12-24 2019-12-24 Pipe material lowering device and pipe material connection method Active JP7404861B2 (en)

Priority Applications (2)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001279666A (en) 2000-03-30 2001-10-10 Kubota Corp Steel pipe erection and steel pipe erection/immersion method
JP2009108578A (en) 2007-10-30 2009-05-21 Nippon Hume Corp Pile erecting apparatus connecting implement used as precast pile hanging metal fitting

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4829950B2 (en) 2000-03-30 2011-12-07 株式会社クボタ Steel pipe erection jig and steel pipe installation method
JP6837817B2 (en) 2016-11-30 2021-03-03 株式会社技研製作所 Pile press-fitting method and pile gripping claw attachment unit

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001279666A (en) 2000-03-30 2001-10-10 Kubota Corp Steel pipe erection and steel pipe erection/immersion method
JP2009108578A (en) 2007-10-30 2009-05-21 Nippon Hume Corp Pile erecting apparatus connecting implement used as precast pile hanging metal fitting

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