JP7283254B2 - Long material supply system and long material erection method - Google Patents

Long material supply system and long material erection method Download PDF

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JP7283254B2
JP7283254B2 JP2019116140A JP2019116140A JP7283254B2 JP 7283254 B2 JP7283254 B2 JP 7283254B2 JP 2019116140 A JP2019116140 A JP 2019116140A JP 2019116140 A JP2019116140 A JP 2019116140A JP 7283254 B2 JP7283254 B2 JP 7283254B2
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long material
long
steel pipe
erecting
supply system
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JP2021001495A (en
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康太 丈達
重洋 岡
健史 藤井
雅也 北口
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Obayashi Corp
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Description

本発明は、施工現場に搬送された長尺材を建込み予定位置に建込むための長尺材供給システム及び長尺材供給システムを用いた長尺材の建込み方法に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a long material supply system for erecting a long material transported to a construction site at a planned erection position, and a long material erection method using the long material supply system.

従来より、施工現場に搬送された杭材や柱材等の長尺材を、建込み予定位置に建込む際には、まず、搬送車両の荷台に積み込まれた横伏せ姿勢の複数の長尺材を、クレーンを用いて1体ずつ吊持して仮置き場に仮置きする荷下ろし作業を行う。こののち、仮置き場で再度クレーンを用いて、横伏せ姿勢の長尺材を建起こして起立姿勢に転換し、起立姿勢の長尺材を吊り上げて移動させて、建込み予定位置に建込んでいる。 Conventionally, when erecting long materials such as pile materials and column materials transported to the construction site at the planned erection position, first, a plurality of long materials in a lying down position loaded on the loading platform of the transport vehicle Unloading work is carried out by suspending the materials one by one using a crane and temporarily placing them in a temporary storage area. After that, using a crane again at the temporary storage site, the long material in the lying down position is erected and converted to the standing position, the long material in the standing position is lifted and moved, and erected at the planned erection position. there is

このような中、例えば引用文献1には、仮置き場で横倒し姿勢の柱材を建起こす際に、柱材建起し装置を用いる方法が開示されている。具体的には、柱材建起し装置を、柱材の下端部及び下端面に装着可能なL字状の回動体と、回動体を緩やかに回動させる伸縮装置と、を備える構造とし、これをあらかじめ仮置き場に設置しておく。 Under such circumstances, for example, Cited Document 1 discloses a method of using a pillar erecting device when erecting a pillar in a sideways posture at a temporary storage site. Specifically, the column erecting device is configured to include an L-shaped rotating body that can be attached to the lower end and the lower end surface of the column, and an expansion device that gently rotates the rotating body, This is installed in a temporary storage place in advance.

そして、仮置き場において、横倒し姿勢の柱材を柱材建起し装置まで移動させ、柱材の下端部を柱材建起し装置の回動体に固定し水平姿勢にする。こののち、柱材建起し装置の回動体及び伸縮装置を用いて柱材を水平姿勢から垂直姿勢に緩やかに転換し、垂直姿勢となった柱材を所望場所に設置する。 Then, in a temporary storage place, the pillar in a sideways posture is moved to the pillar erecting device, and the lower end of the pillar is fixed to the rotatable body of the pillar erecting device so as to be in a horizontal posture. After that, the pillar is gently changed from the horizontal posture to the vertical posture by using the rotating body and the extension device of the pillar erecting device, and the pillar in the vertical posture is installed at a desired location.

特開2004-251039号公報JP-A-2004-251039

特許文献1によれば、仮置き場に横倒し状態で配置された柱材を、載架台を介して緩やかに起立させることができるため、柱材の姿勢を転換する際に生じやすい滑りや横揺れを確実に防止して、効率よく作業を行うことができる。 According to Patent Literature 1, a pillar placed in a temporary storage area lying down can be gently erected via a platform, so slipping and rolling that tend to occur when changing the posture of the pillar can be prevented. This can be reliably prevented and work can be performed efficiently.

しかし、柱材を搬送車両から仮置き場に仮置きする荷おろし作業や、仮置き場で柱材を柱材建起し装置に載置する作業等は、いずれも柱材をクレーンで吊持しながら実施する必要がある。このため、吊持された柱材のコントロールを柱材に取り付けた介錯ロープを用いて作業員が行うが、人力でコントロールできない外力が柱材に作用する場合も想定され、このような場合には、柱材が施工現場から越境したり飛び出す等の挙動を抑制することが困難となりやすい。 However, the work of unloading the pillars from the transport vehicle to the temporary storage site, and the work of placing the pillars on the pillar erection equipment at the temporary storage site, are all done while lifting the pillars with a crane. Need to implement. For this reason, workers use intermediary ropes attached to the pillars to control the suspended pillars. , it tends to be difficult to suppress behavior such as crossing the border or jumping out of the construction site.

また、柱材等の長尺材は一般に、搬送車両の荷台上に横倒し姿勢で複数が積み重ねられて縛着された状態で施工現場に搬入される場合が多い。このため、これらを仮置き場に仮置きする際の荷ほどき作業時に、長尺材の荷崩れや転がりが生じやすい。 Also, in many cases, long materials such as pillars are generally piled up on the carrier of a transport vehicle in a sideways posture and tied up to be carried into a construction site. For this reason, the long materials are likely to collapse or roll during unpacking work when temporarily placing them in a temporary storage area.

このように、クレーンで吊持しながら作業を行う工程を多く含む長尺材の建込み作業は様々な危険性を念頭に対策を講じながら施工を進めなければならず、作業が煩雑になりやすく施工性に劣る。 In this way, the erection work of long materials, which includes many processes in which work is carried out while being lifted by a crane, must be carried out while considering various dangers and taking countermeasures, and the work tends to become complicated. Poor workability.

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、長尺材の建込み作業を効率よく実施することの可能な、長尺材供給システム及び長尺材供給システムを用いた長尺材の建込み方法を提供する。 The present invention has been made in view of such problems, and its main object is to provide a long material supply system and a long material supply system capable of efficiently performing erection work of long materials. Provide a method for erecting the long material used.

かかる目的を達成するため、本発明の長尺材供給システムは、横伏せ姿勢の長尺材を起立させて建込み予定位置に建込むための長尺材供給システムであって、横伏せ姿勢の前記長尺材が載置されるパレットと、該パレットに設けられ、前記長尺材の軸線直交方向の挙動を抑制する複数の起立部材と、を備える長尺材転倒防止装置と、前記建込み予定位置の近傍に設置され、前記長尺材転倒防止装置を装着された前記長尺材が仮置きされる架台を備える長尺材荷受け装置と、前記長尺材荷受け装置と前記建込み予定位置との間に設置され、前記架台に仮置きされた前記長尺材が起立する挙動を補助する長尺材建起し装置と、を備え、前記長尺材建起し装置には、鉛直方向に回転する回転補助具が備えられ、該回転補助具が、前記架台に仮置きされた前記長尺材であって、前記長尺材転倒防止装置における拘束が解かれた状態の前記長尺材の一端側近傍に取付けられることを特徴とする。 In order to achieve such an object, the long material supply system of the present invention is a long material supply system for erecting a long material in a laterally lying posture and erecting it in a planned erection position. a device for preventing overturning of a long material, comprising a pallet on which the long material is placed; and a plurality of upright members provided on the pallet for suppressing behavior of the long material in a direction orthogonal to an axis line; A long-material receiving device provided in the vicinity of a planned position and provided with a frame on which the long-sized material to which the long-sized overturning prevention device is attached is temporarily placed; and a long material erecting device installed between and for assisting the erection behavior of the long material temporarily placed on the pedestal, wherein the long material erecting device has a vertical direction The rotation assisting tool is provided for rotating the elongated material temporarily placed on the pedestal , and the elongated material is in a state in which the restraint in the overturn prevention device for the elongated material is released. is attached near one end of the

本発明の長尺材供給システムによれば、長尺材が、横伏せ姿勢の期間は、長尺材転倒防止装置により軸線直交方向の挙動を抑制され、横伏せ姿勢から起立姿勢に転換される期間は、長尺材建起し装置により鉛直方向の回転以外の挙動が拘束される。これにより、建込み予定位置に建込まれるまで、長尺材はいずれの姿勢にあっても常時、安定した状態を保持される。 According to the long material supply system of the present invention, the behavior of the long material in the direction perpendicular to the axis line is suppressed by the long material overturning prevention device while the long material is lying down, and the long material is converted from the lying down posture to the standing posture. During the period, behavior other than rotation in the vertical direction is restrained by the erection device for the long material. As a result, the long member is always kept stable in any posture until it is erected at the planned erection position.

このため、従来のクレーンで吊持しながら作業を行う工程を多く含む建込み方法において発生する恐れのあった、長尺材の荷崩れや転がり、または施工現場の外方への飛び出しや越境等の事象を抑制することができる。したがって、長尺材の搬送から長尺材を建込み予定位置に建込むまでの、一連の作業全体の効率を大幅に向上することが可能となる。 For this reason, there is a risk of long materials collapsing or rolling, or jumping out of the construction site or crossing the border, etc., which were likely to occur in the erection method, which includes many processes in which work is carried out while being lifted by a conventional crane. events can be suppressed. Therefore, it is possible to greatly improve the efficiency of the entire series of operations from transporting the long material to erecting the long material at the planned erection position.

本発明の長尺材供給システムは、前記長尺材転倒防止装置には、走行体が設けられるとともに、前記長尺材荷受け装置には、前記架台の高さを調整する高さ調整具が備えられることを特徴とする。 In the long material supply system of the present invention, the long material overturn prevention device is provided with a traveling body, and the long material receiving device is provided with a height adjuster for adjusting the height of the pedestal. It is characterized by being

本発明の長尺材供給システムによれば、高さ調整具を介して架台の高さを、長尺材を搬送する搬送車両の荷台の高さにあわせることで、長尺材転倒防止装置に設けた走行体を利用して長尺材を、搬送車両の荷台から架台に移動させて架台上に仮置きすることができる。これにより、クレーンを用いて吊持することなく長尺材を架台上に仮置きできるため、長尺材の建込み作業の効率をさらに向上することが可能となる。 According to the long material supply system of the present invention, by adjusting the height of the pedestal to the height of the platform of the transport vehicle that transports the long material via the height adjuster, the long material overturn prevention device can be used. Using the provided traveling body, the long material can be moved from the loading platform of the transport vehicle to the pedestal and temporarily placed on the pedestal. As a result, the long material can be temporarily placed on the gantry without being suspended using a crane, so that the efficiency of erecting the long material can be further improved.

本発明の長尺材の建込み方法は、前記長尺材転倒防止装置が装着された状態で搬入された前記長尺材を、前記長尺材荷受け装置の前記架台に仮置きし、仮置きした前記長尺材の一端側近傍に、前記長尺材建起し装置の前記回転補助具を取付け、該回転補助具が取付けられ前記長尺材の他端側を上昇させて前記長尺材を起立させたのち、起立姿勢の前記長尺材を吊り上げ、前記建込み予定位置に建込むことを特徴とする。 In the method for erecting long materials according to the present invention, the long materials carried in with the device for preventing overturning of long materials mounted thereon are temporarily placed on the pedestal of the load receiving device for long materials. In the vicinity of one end side of the elongated material, the rotation assisting tool of the elongated material erecting device is attached, and the other end side of the elongated material to which the rotation assisting tool is attached is lifted to raise the elongated material. is erected, the elongated material in the erected posture is lifted, and erected at the planned erection position.

本発明の長尺材の建込み方法によれば、長尺材転倒防止装置、長尺材荷受け装置及び長尺材建起し装置を用いて、長尺材を安定した状態に保持しつつ横伏せ姿勢から起立姿勢に転換したのち、起立姿勢となった長尺材を吊り上げて建込み予定位置に建込むことから、クレーンを用いて吊持した状態で実施する工程を大幅に省略することができる。 According to the method for erecting a long material of the present invention, the long material is held in a stable state by using the long material overturn prevention device, the long material receiving device, and the long material erecting device. After changing from the lying down position to the standing position, the long material in the standing position is lifted and erected at the planned erection position. can.

これにより、作業員が介錯ロープを用いて吊持された柱材のコントロールを行う作業も大幅に削減でき、作業性を大幅に向上することが可能となるだけでなく、施工領域が狭隘な場所に位置する場合や隣接して車道等が存在する場合にも、柱材が施工現場から越境したり飛び出す等の現象を抑制し、安全に建込み作業を実施することが可能となる。 As a result, it is possible to greatly reduce the amount of work that workers have to do to control the suspended pillars using intermediary ropes, which not only makes it possible to greatly improve workability, but also makes it possible to work in narrow construction areas. Even when the construction site is located in the vicinity of the construction site or when there is a roadway or the like, it is possible to suppress phenomena such as the pillar material crossing the border or jumping out from the construction site, so that the erection work can be carried out safely.

本発明によれば、長尺材がいずれの姿勢にあっても、長尺材供給システムを用いて安定した状態を保持でき、長尺材の搬送から長尺材を建込み予定位置に建込むまでの一連の作業全体の効率を大幅に向上することが可能となる。 According to the present invention, regardless of the posture of the long material, a stable state can be maintained using the long material supply system, and the long material is erected at the planned position after the long material is conveyed. It is possible to greatly improve the efficiency of the entire series of work up to.

本発明の実施の形態における長尺材供給システムの平面を示す図である。1 is a plan view of a long material supply system according to an embodiment of the present invention; FIG. 本発明の実施の形態における長尺材供給システムの側面を示す図である。It is a figure which shows the side surface of the long material supply system in embodiment of this invention. 本発明の実施の形態における長尺材供給システムを用いて鋼管杭を起立させた状態を示す図である。It is a figure which shows the state which made the steel pipe pile erect using the long material supply system in embodiment of this invention. 本発明の実施の形態における長尺材供給システムを用いた鋼管杭の建込み方法を示す図である(その1)。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows the erection method of the steel pipe pile using the long material supply system in embodiment of this invention (part 1). 本発明の実施の形態における長尺材供給システムを用いた鋼管杭の建込み方法を示す図である(その2)。It is a figure which shows the erection method of the steel pipe pile using the long material supply system in embodiment of this invention (part 2). 本発明の実施の形態における長尺材供給システムを用いた鋼管杭の建込み方法を示す図である(その3)。It is a figure which shows the erection method of the steel pipe pile using the long material supply system in embodiment of this invention (the 3).

本発明の長尺材供給システム及び長尺材供給システムを用いた長尺材の建込み方法は、建物の柱材や連続地中壁の芯材、杭材等、いずれの長尺材にも採用可能であるが、本実施の形態では、長尺材として鋼管杭を採用する場合を事例に挙げ、その詳細を以下に説明する。 The long material supply system and long material erection method using the long material supply system of the present invention can be applied to any long material such as a building pillar material, a core material of a continuous underground wall, a pile material, etc. Although it can be adopted, in the present embodiment, a case where a steel pipe pile is adopted as a long material will be taken as an example, and the details will be described below.

≪長尺材供給システム≫
長尺材供給システム100は、図1で示すように、鋼管杭Pを拘束する長尺材転倒防止装置10と、施工現場に据え付けられている長尺材荷受け装置20、長尺材建起し装置30、及び長尺材供給ガイド40と、を備えている。
≪Long Material Supply System≫
As shown in FIG. 1, the long material supply system 100 includes a long material overturn prevention device 10 that restrains the steel pipe pile P, a long material receiving device 20 installed at the construction site, and a long material erection device. A device 30 and a long material feeding guide 40 are provided.

<長尺材転倒防止装置>
図1及び図2で示すように、長尺材転倒防止装置10は、横伏せ姿勢の鋼管杭Pが載置されるパレット11と、パレット11の上面に設置されている複数の起立部材12と、パレット11の下面に設置されている複数の走行体13と、鋼管杭Pをパレット11に拘束する拘束ベルト14と、により構成されている。
<Overturn prevention device for long materials>
As shown in FIGS. 1 and 2, the device 10 for preventing overturning of a long material includes a pallet 11 on which steel pipe piles P lying sideways are placed, and a plurality of standing members 12 installed on the upper surface of the pallet 11. , a plurality of running bodies 13 installed on the lower surface of the pallet 11, and a restraining belt 14 for restraining the steel pipe pile P to the pallet 11.

パレット11は、長さL1が鋼管杭Pより短く、幅W1が鋼管杭Pの断面径と同程度もしくはやや大きい長さの矩形板材により形成され、鋼管杭Pの側周面であって長さ方向中間部に配置されている。 The pallet 11 is formed of a rectangular plate material having a length L1 shorter than the steel pipe pile P and a width W1 approximately equal to or slightly larger than the cross-sectional diameter of the steel pipe pile P. Located in the middle of the direction.

また、その上面には複数の起立部材12が設置されて、パレット11上の鋼管杭Pが軸線直交方向に回転もしくは転がり移動する挙動を抑制している。なお、起立部材12は、壁材や柱材等その形状や数量はいずれでもよいが、本実施の形態では、パレット11の4隅各々に1本ずつ合計4本を配置している。 Moreover, a plurality of standing members 12 are installed on the upper surface of the pallet 11 to prevent the steel pipe piles P on the pallet 11 from rotating or rolling in the direction perpendicular to the axis. The upright members 12 may be of any shape and quantity, such as wall members and pillar members.

また、走行体13は、鋼管杭Pが載置されたパレット11を移動させることのできるものであればいずれを採用してもよいが、本実施の形態では、エンドレスコロを採用し、走行方向を鋼管杭Pの軸線直交方向に向けて、パレット11の下面4隅各々に1体ずつ合計4体設置している。 Further, the traveling body 13 may be of any type as long as it can move the pallet 11 on which the steel pipe piles P are placed. are installed in the direction perpendicular to the axis of the steel pipe pile P, one at each of the four corners of the lower surface of the pallet 11, a total of four.

拘束ベルト14は、起立部材12とともに鋼管杭Pが軸線直交方向に回転もしくは転がり移動する挙動を抑制する帯状部材であり、鋼管杭Pをパレット11に対して拘束でき、かつ着脱自在とすることのできる部材であればいずれを採用してもよい。また、その設置位置も、パレット11に直接設置してもよいし、起立部材12を利用して設置してもよい。なお、起立部材12のみで、鋼管杭Pが軸線直交方向に移動する挙動を抑制できる場合には、必ずしも拘束ベルト14を設けなくてもよい。 The restraint belt 14 is a belt-shaped member that restrains the behavior of the steel pipe pile P rotating or rolling in the direction perpendicular to the axis line together with the upright member 12, and is capable of restraining the steel pipe pile P with respect to the pallet 11 and making it detachable. Any member may be adopted as long as it can be used. Moreover, the installation position may be directly installed on the pallet 11 or may be installed using the standing member 12 . Note that the restraint belt 14 may not necessarily be provided when the behavior of the steel pipe pile P moving in the direction orthogonal to the axis line can be suppressed only by the standing member 12 .

<長尺材荷受け装置>
図1及び図2で示すように、長尺材荷受け装置20は、長尺材転倒防止装置10が装着された鋼管杭Pの仮置き場となる架台21と、架台21を支持する複数の高さ調整具22と、を備える。
<Long Material Receiving Device>
As shown in FIGS. 1 and 2, the long material receiving device 20 includes a pedestal 21 that serves as a temporary storage place for the steel pipe pile P to which the long material overturn prevention device 10 is mounted, and a plurality of heights that support the pedestal 21. and an adjuster 22 .

架台21は、平面視で幅W2が、鋼管杭Pを搭載した長尺材転倒防止装置10を2台並列配置できる大きさに形成され、その上面にはガイドレール25が設置されている。ガイドレール25は、長尺材転倒防止装置10に設けた走行体13の移動方向を案内するものであり、架台21の幅方向に延在する2列が並列配置されている。なお、架台21の幅W2は、少なくとも長尺材転倒防止装置10を1台配置できる大きさを有していれば、その大きさはなんら制限されるものではない。 The pedestal 21 is formed to have a width W2 in a plan view such that two long-material overturn prevention devices 10 having steel pipe piles P mounted thereon can be arranged in parallel, and a guide rail 25 is installed on the upper surface thereof. The guide rails 25 guide the moving direction of the traveling body 13 provided in the device 10 for preventing overturning of long materials, and are arranged in parallel in two rows extending in the width direction of the base 21 . The width W2 of the frame 21 is not limited as long as it is large enough to accommodate at least one device 10 for preventing overturning of long materials.

また、架台21の幅方向の一端側には、跳ね出し板24が収納自在に取り付けられている。跳ね出し板24は、架台21に対して着脱自在に取り付けられてもよいし、架台21に対して出没自在に設けられるものであってもよく、その上面には、架台21から連続するガイドレール25が設けられている。 A projecting plate 24 is attached to one end of the pedestal 21 in the width direction so as to be retractable. The protruding plate 24 may be detachably attached to the pedestal 21 or may be provided to be retractable with respect to the pedestal 21 . 25 are provided.

一方、架台21における幅方向の他端側には、ガイドレール25上を走行する長尺材転倒防止装置10の逸走を防止するストッパ23が設置されている。これにより、架台21の幅方向の一端側に運搬車両Tを横付けし、運搬車両Tと架台21とに跨るように跳ね出し板24を設置すると、鋼管杭Pを搭載した長尺材転倒防止装置10は、跳ね出し板24のガイドレール25上を移動し、架台21に横取りされる。 On the other hand, a stopper 23 is installed on the other end side of the pedestal 21 in the width direction to prevent the overturning prevention device 10 for long materials traveling on the guide rail 25 from running away. As a result, when the transport vehicle T is laid on one end side of the gantry 21 in the width direction, and the projecting plate 24 is installed so as to straddle the transport vehicle T and the gantry 21, the overturn prevention device for the long material on which the steel pipe pile P is mounted. 10 moves on the guide rail 25 of the projecting plate 24 and is intercepted by the frame 21. - 特許庁

そして、架台21上に横取りされた長尺材転倒防止装置10は、ガイドレール25上をストッパ23に当接するまで、つまり架台21における幅方向の他方の端部まで移動自在となっている。 Then, the device 10 for preventing overturning of the elongated material, which has been intercepted on the pedestal 21, is movable on the guide rail 25 until it abuts against the stopper 23, that is, to the other end of the pedestal 21 in the width direction.

高さ調整具22は、架台21の設置高さを調整するものであり、油圧ジャッキやパンタグラフ等、架台21の高さを運搬車両Tの荷台高さと略等しくなるように調整できるものであればいずれを採用してもよい。また、その数量もいずれでもよく、長尺材転倒防止装置10が装着された鋼管杭Pを仮置きした状態の架台21を支持可能であれば、なんら制限されるものではない。 The height adjuster 22 adjusts the installation height of the pedestal 21. Any device such as a hydraulic jack or pantograph that can adjust the height of the pedestal 21 to be substantially equal to the height of the carrier of the transport vehicle T can be used. Either can be adopted. Moreover, any quantity may be used, and as long as it is possible to support the pedestal 21 in a state where the steel pipe pile P on which the device 10 for preventing overturning of the long material is temporarily placed is supported, there is no limitation.

なお、長尺材荷受け装置20は、地表面上に敷設された支持板F上に設置されている。支持板Fは、架台21及び高さ調整具22から伝達される荷重を分散するいわゆる敷鉄板であり、平面視で架台21より十分大きい面積を確保している。なお、設置の態様は、地表面に直接載置してもよいし、不陸調整部材を介して地表面に配置するものであってもよい。 The long material receiving device 20 is installed on a support plate F laid on the ground surface. The support plate F is a so-called laying iron plate that disperses the load transmitted from the pedestal 21 and the height adjuster 22, and secures a sufficiently larger area than the pedestal 21 in plan view. In addition, the mode of installation may be directly placed on the ground surface, or may be placed on the ground surface via an unevenness adjusting member.

<長尺材建起し装置>
図1及び図2で示すように、長尺材建起し装置30は、長尺材荷受け装置20と同様に支持板F上に設置されており、一対の支柱31と、一対の支柱31に架け渡される水平軸32と、水平軸32を軸心として鉛直方向に回動する回転補助具33とにより構成されている。
<Long material erection device>
As shown in FIGS. 1 and 2, the long-material erecting device 30 is installed on the support plate F in the same manner as the long-material receiving device 20. It is composed of a horizontal shaft 32 that spans across and a rotation assisting tool 33 that rotates in the vertical direction about the horizontal shaft 32 as an axis.

一対の支柱31は、架台21の幅方向に平行な一側端に沿って間隔を設けて立設されており、これにより一対の支柱31に軸支される水平軸32は、架台21の幅方向と平行に配置されて鉛直方向に回転する。 The pair of pillars 31 are erected at intervals along one side end parallel to the width direction of the pedestal 21 , so that the horizontal shaft 32 supported by the pair of pillars 31 extends across the width of the pedestal 21 . It is placed parallel to the direction and rotates vertically.

回転補助具33は、長尺材転倒防止装置10が装着された状態で架台21上に仮置きされている鋼管杭Pの、先端側Ptの端面に当接する底板331と、側周面に当接する添え板332とからなるL字状部材に形成されている。 The rotation assisting tool 33 contacts the bottom plate 331 that contacts the end surface of the tip side Pt of the steel pipe pile P that is temporarily placed on the frame 21 with the device 10 for preventing overturning of the long material attached, and the side peripheral surface. It is formed into an L-shaped member made up of a support plate 332 in contact therewith.

添え板332には水平軸32が設置され、これにより回転補助具33が水平軸32周りに回転すると、長尺材荷受け装置20の架台21に対して直交した状態の底板331が、図3で示すように、平行な状態に移動する。 A horizontal shaft 32 is installed on the splint plate 332, and when the auxiliary rotation tool 33 rotates around the horizontal shaft 32, the bottom plate 331 perpendicular to the frame 21 of the long-material receiving device 20 is rotated as shown in FIG. Move to a parallel state as shown.

なお、底板331が架台21に対して平行な状態となった時点で、回転補助具33の回転が停止するよう、支持板Fには添え板332に当接する回転止め333が設置されている。また、添え板332には、鋼管杭Pを添え板332に押し付けるようにして固定する固定バンド34が設けられている。 A rotation stop 333 is provided on the support plate F so as to stop the rotation of the auxiliary rotation tool 33 when the bottom plate 331 becomes parallel to the base plate 21 . Further, the splint plate 332 is provided with a fixing band 34 for fixing the steel pipe pile P by pressing it against the splint plate 332 .

<長尺材供給ガイド>
図1及び図3で示すように、長尺材供給ガイド40は、長尺材建起し装置30と鋼管圧入機Mとの間で鋼管杭Pが、吊持された状態で通過する予定の通路43を規定する一対の防護柵41と、これらを連結する連結材42と、を備えている。
<Long material supply guide>
As shown in FIGS. 1 and 3, the long material supply guide 40 is intended to pass between the long material erection device 30 and the steel pipe press-in machine M while the steel pipe pile P is suspended. A pair of protective fences 41 defining a passage 43 and a connecting member 42 connecting them are provided.

一対の防護柵41は、支持板Fの上面に設置されており、吊持された状態の鋼管杭Pが、不慮の事態により長尺材建起し装置30と鋼管圧入機Mとの間の通路43と直交する方向に横揺れを生じた際に、衝突しても破壊することなく、鋼管杭Pの逸脱を防止できる程度の強度を有していれば、形状や材質はいずれでもよい。 A pair of protective fences 41 are installed on the upper surface of the support plate F, and the suspended steel pipe pile P may accidentally fall between the long material erection device 30 and the steel pipe press-in machine M. Any shape or material may be used as long as it has enough strength to prevent the deviation of the steel pipe pile P without breaking even if it collides with it when it is swayed in a direction orthogonal to the passage 43 .

なお、一対の防護柵41は支持板Fに対して固定してもよいし、着脱自在に設置してもよく、また、その大きさも可変自在に形成してもよい。例えば、アコーディオンフェンスこのごく伸縮自在にしてもよいし、防護柵41をモジュルール化して必要数を増設可能な形状としてもよい。 The pair of protective fences 41 may be fixed to the support plate F, or may be installed detachably, and the size thereof may be made variable. For example, the accordion fence may be made very stretchable, or the protective fence 41 may be made into a modular shape so that the required number can be increased.

≪長尺材供給システムの配置位置≫
上述する長尺材供給システム100を、鋼管圧入機Mの配置位置(鋼管杭Pの建込み予定位置)が、供用中の道路中央にある場合を事例に挙げ、図4を参照しつつ、その配置位置を以下に説明すると、まず、長尺材荷受け装置20が、鋼管圧入機Mと、鋼管杭Pを鋼管圧入機Mに吊り込む際に用いるクレーンCとの間に配置される。
≪Position of long material supply system≫
In the long material supply system 100 described above, a case where the installation position of the steel pipe press-in machine M (the planned erection position of the steel pipe pile P) is in the center of the road in service is taken as an example, and referring to FIG. The arrangement position will be described below. First, the long material receiving device 20 is arranged between the steel pipe press-in machine M and the crane C used when the steel pipe pile P is hoisted into the steel pipe press-in machine M.

このとき、架台21は、ガイドレール25が延在する幅方向を、鋼管圧入機MとクレーンCとを結ぶ仮想線Vと直交する方向に向けて配置される。そして、この仮想線V上であって、長尺材荷受け装置20と鋼管圧入機Mとの間に、長尺材建起し装置30及び長尺材供給ガイド40が配置されるとともに、長尺材荷受け装置20の幅方向の一端側に、運搬車両の停車場Sが配置される。 At this time, the frame 21 is arranged so that the width direction in which the guide rails 25 extend is perpendicular to the imaginary line V connecting the steel pipe press-fitting machine M and the crane C. As shown in FIG. On the imaginary line V and between the long material receiving device 20 and the steel pipe press-fitting machine M, the long material erecting device 30 and the long material supply guide 40 are arranged. A stop S for transport vehicles is arranged on one end side of the material receiving device 20 in the width direction.

≪長尺材供給システムを用いた長尺材の建込み方法≫
次に、供用中の道路中央にある鋼管圧入機Mの配置位置(鋼管杭Pの建込み予定位置)で、長尺材供給システム100を用いた長尺材の建込み方法を実施する場合の手順を、以下に説明する。
<<Method of erecting a long material using a long material supply system>>
Next, at the position where the steel pipe press-in machine M is placed in the center of the road in service (the planned position for erecting the steel pipe pile P), the method for erecting the long material using the long material supply system 100 is performed. The procedure is described below.

まず、事前準備として、図4で示すように、鋼管杭Pの建込み作業を実施する範囲近傍に車線規制を行って鋼管圧入機M及びクレーンCを所定位置に搬入する。これらの作業と前後して、鋼管圧入機M及びクレーンCとの間に支持板Fを敷設する。 First, as a preliminary preparation, as shown in FIG. 4, the steel pipe press-in machine M and the crane C are brought into a predetermined position by restricting lanes in the vicinity of the range where the steel pipe pile P is to be erected. Before or after these operations, the support plate F is laid between the steel pipe press-in machine M and the crane C.

支持板F上に、長尺材荷受け装置20を据え付けるとともに、長尺材荷受け装置20の架台21における幅方向の一端側に隣接して、運搬車両Tを横付けさせるための停車場Sを設定する。また、支持板F上に長尺材建起し装置30と、長尺材供給ガイド40を据え付ける。こののち、鋼管杭Pの建込み作業を開始する。 The long-material receiving device 20 is installed on the support plate F, and a stop S is set adjacent to one end in the width direction of the frame 21 of the long-material receiving device 20 so that the transport vehicle T can be brought sideways. Also, the long material erecting device 30 and the long material supply guide 40 are installed on the support plate F. As shown in FIG. After that, the erection work of the steel pipe pile P is started.

横伏せ姿勢の鋼管杭Pは、長尺材転倒防止装置10を装着され、起立部材12及び拘束ベルト14により軸線直交方向に移動しようとする挙動を抑制された状態で、運搬車両Tに積載され施工現場に搬入される。 The steel pipe pile P in the lying down position is loaded on the transport vehicle T in a state in which the overturning prevention device 10 for the long material is attached, and the behavior of moving in the direction perpendicular to the axis is suppressed by the upright member 12 and the restraint belt 14. transported to the construction site.

施工現場では、鋼管杭Pを積載した運搬車両Tを停車場Sに停車させて、長尺材荷受け装置20の架台21に横付けする。次に、高さ調整具22を用いて架台21の高さを、運搬車両Tの荷台の高さと略等しくなるよう調整し、架台21と運搬車両Tの荷台との間に跳ね出し板24を架け渡す。 At the construction site, the transport vehicle T loaded with the steel pipe piles P is stopped at the stop S and placed alongside the frame 21 of the long material receiving device 20 . Next, the height of the platform 21 is adjusted using the height adjuster 22 so as to be substantially equal to the height of the platform of the transport vehicle T, and a spring plate 24 is placed between the platform 21 and the platform of the transport vehicle T. bridge over.

そのうえで、運搬車両Tの荷台上の車輪止め15を撤去して、図5で示すように、鋼管杭Pを搭載した長尺材転倒防止装置10を、跳ね出し板24を介して仮置き場となる架台21上に横取りする。なお、鋼管杭Pを架台21上に仮置きする際には、先端側Ptを鋼管圧入機Mが据え付けられている側に向けて配置する。 After that, the wheel stop 15 on the loading platform of the transport vehicle T is removed, and as shown in FIG. It is taken over on the mount frame 21 . In addition, when the steel pipe pile P is temporarily placed on the frame 21, the front end side Pt is arranged toward the side where the steel pipe press-fitting machine M is installed.

このとき、長尺材転倒防止装置10は走行体13を介して、跳ね出し板24及び架台21に設けたガイドレール25に沿って移動するから、鋼管杭Pを運搬車両Tの荷台からスムーズに仮置き場となる架台21上に移動させることができる。 At this time, the device 10 for preventing overturning of the long material moves along the guide rails 25 provided on the projecting plate 24 and the frame 21 via the traveling body 13, so that the steel pipe pile P can be smoothly moved from the loading platform of the transport vehicle T. It can be moved onto the pedestal 21 that serves as a temporary storage place.

したがって、運搬車両Tの荷台上で、鋼管杭Pの荷崩れや転がり等を生じることなく、また、従来より実施されているクレーンCによる吊持作業によって仮置きする場合に発生しやすい荷揺れを生じることがない。このため、作業員による介錯ロープを用いた鋼管杭Pのコントロールも不要となる。 Therefore, on the loading platform of the transport vehicle T, the steel pipe piles P do not collapse or roll, and the swinging of the load, which is likely to occur when temporary placement is performed by the crane C, which has been conventionally carried out, can be prevented. never occur. For this reason, the control of the steel pipe pile P using an intervening rope by the operator becomes unnecessary.

また、横伏せ姿勢の鋼管杭Pは、起立部材12及び拘束ベルト14を介して長尺材転倒防止装置10に拘束されているから、現場に搬入される前の運搬車両Tによる搬送中、及び架台21上での移動後の架台21上で仮置きされている期間中のいずれにおいても、鋼管杭Pは転倒することなく、常時安定した状態を保持することが可能となる。 In addition, since the steel pipe pile P in the laterally lying posture is restrained by the long material overturn prevention device 10 via the standing member 12 and the restraining belt 14, it is transported by the transport vehicle T before being carried into the site, and The steel pipe pile P does not overturn during any period of temporary placement on the pedestal 21 after being moved on the pedestal 21, and can always maintain a stable state.

次に、図5で示すように、長尺材転倒防止装置10を架台21における幅方向の他端側へ移動させ、鋼管杭Pの先端側Ptの端面と、回転補助具33の底板331とを当接させる。また、回転補助具33の添え板332に鋼管杭Pの側周面が当接させ、固定バンド34を用いて鋼管杭Pを添え板332に押し付けるようにして固定する。 Next, as shown in FIG. 5, the long material overturn prevention device 10 is moved to the other end side in the width direction of the frame 21, and the end surface of the tip side Pt of the steel pipe pile P and the bottom plate 331 of the rotation auxiliary tool 33 abut. Also, the side peripheral surface of the steel pipe pile P is brought into contact with the splint plate 332 of the rotation assisting tool 33 , and the fixing band 34 is used to press the steel pipe pile P against the splint plate 332 to fix it.

この作業と同時にもしくは前後して、鋼管杭Pの頭部側Phの端部近傍にクレーンCで吊り上げるための吊材Hを装着する。また、鋼管杭Pを長尺材転倒防止装置10に拘束していた拘束ベルト14を取り外す。 Simultaneously with or before or after this work, a lifting member H for lifting with a crane C is attached near the end of the head side Ph of the steel pipe pile P. In addition, the restraining belt 14 restraining the steel pipe pile P to the overturning prevention device 10 for the long material is removed.

こののち、図6で示すように、鋼管杭Pの頭部側PhをクレーンCで吊り上げることにより上昇させ、回転補助具33の添え板332が、回転止め333に当接するまで鋼管杭Pを建て起こす。 After that, as shown in FIG. 6, the head side Ph of the steel pipe pile P is lifted by the crane C, and the steel pipe pile P is erected until the support plate 332 of the rotation assisting tool 33 contacts the rotation stopper 333. wake up

これにより、鋼管杭Pはその姿勢が、長尺材建起し装置30に補助されつつ横伏せ姿勢から起立姿勢に転換される。なお、必要に応じて支持板Fに、カウンターウェイト35をあらかじめ配置しておき、鋼管杭Pを横伏せ姿勢から起立姿勢に変換した際に生じる恐れのある長尺材荷受け装置20の浮き上がり防止策を講じておくとよい。 As a result, the posture of the steel pipe pile P is changed from the lateral lying posture to the standing posture while being assisted by the long material erecting device 30 . In addition, a counterweight 35 is placed in advance on the support plate F as necessary to prevent the lifting of the long material receiving device 20 that may occur when the steel pipe pile P is changed from the lying posture to the standing posture. should be taken.

このとき、鋼管杭Pの先端側Ptの端部近傍は、回転補助具33により鉛直方向に回動する挙動が許容されるのみで、その他の挙動が拘束されているから、鋼管杭Pの姿勢を横伏せ姿勢から起立姿勢に転換する作業時に、滑りや横揺れ等を生じることがなく、鋼管杭Pが施工領域の外方に越境する現象や、作業員に接触するような現象を防止することができる。 At this time, in the vicinity of the end of the tip side Pt of the steel pipe pile P, only the behavior of rotating in the vertical direction is permitted by the rotation auxiliary tool 33, and other behaviors are restrained, so the attitude of the steel pipe pile P To prevent the steel pipe pile P from crossing the outside of the construction area and coming into contact with workers without slipping or swaying, etc. be able to.

なお、上記の鋼管杭Pを横伏せ姿勢から起立姿勢に転換する作業と並行して、運搬車両Tから搬送された新たな鋼管杭Pを、架台21上の空いたスペースに仮置きする作業を実施してもよい。 In parallel with the operation of converting the steel pipe pile P from the lying posture to the standing posture, the new steel pipe pile P transported from the transport vehicle T is temporarily placed in an empty space on the frame 21. may

最後に、回転補助具33の固定バンド34を取り外し、クレーンCを用いて鋼管杭Pを吊り上げ、長尺材建起し装置30から通路43を通過させて鋼管圧入機Mへ移動させ、鋼管圧入機Mに建込む。 Finally, the fixing band 34 of the rotation assisting tool 33 is removed, the steel pipe pile P is lifted using the crane C, passed through the passage 43 from the long material erection device 30 and moved to the steel pipe press-in machine M, and the steel pipe press-in is carried out. Built in machine M.

なお、長尺材建起し装置30から鋼管圧入機Mへ移動させる際の鋼管杭Pは、長尺材供給ガイド40により規制された通路43を移動するから、強風等不慮の事態が生じても、鋼管杭Pは長尺材供給ガイド40に衝突するなどして施工領域の外方に越境することはない。 When moving the steel pipe pile P from the long material erection device 30 to the steel pipe press-in machine M, the steel pipe pile P moves through the passage 43 regulated by the long material supply guide 40, so an unforeseen situation such as a strong wind may occur. However, the steel pipe pile P does not cross the outside of the construction area by colliding with the long material supply guide 40 or the like.

上述する長尺材供給ガイド40及び長尺材供給ガイド40を用いた長尺材の建込み方法によれば、横伏せ姿勢の鋼管杭Pは、長尺材転倒防止装置10で軸線直交方向に移動する挙動を抑制された状態で、施工現場に搬入され、また、長尺材荷受け装置20の架台21上に仮置きされる。また、横伏せ姿勢から起立姿勢に転換する際には、起立した際に下方側となる鋼管杭Pの先端側Ptの挙動を、長尺材建起し装置30を用いて規制する。 According to the above-described long material supply guide 40 and the long material erection method using the long material supply guide 40, the steel pipe pile P in the horizontal laying posture is moved in the direction orthogonal to the axis line by the long material overturn prevention device 10. It is carried into the construction site in a state in which movement behavior is suppressed, and is temporarily placed on the frame 21 of the long material receiving device 20 . Further, when the lying posture is changed to the standing posture, the behavior of the tip side Pt of the steel pipe pile P, which is on the lower side when standing, is regulated using the long material erection device 30 .

そして、鋼管圧入機Mの近傍で起立姿勢に転換された鋼管杭Pは、クレーンCで吊り上げられて、建込み予定位置である鋼管圧入機Mに向けて移動するが、移動中の横揺れは、その範囲が長尺材供給ガイド40により規制される。 Then, the steel pipe pile P, which has been converted to a standing posture near the steel pipe press-in machine M, is lifted by the crane C and moved toward the steel pipe press-in machine M, which is the planned erection position. , the range of which is regulated by the long material supply guide 40 .

このように、鋼管圧入機Mに建込まれるまでの間、鋼管杭Pはいずれの姿勢にあっても常時、安定した状態を保持される。このため、従来のクレーンCで吊持しながら作業を行う工程を多く含む建込み方法において発生する恐れのあった、鋼管杭Pの荷崩れや転がり、または施工現場の外方への飛び出しや越境等の事象を抑制することができる。したがって、鋼管杭Pの搬送から鋼管杭Pを鋼管圧入機Mに建込むまでの一連の作業全体の効率と安全性を大幅に向上することが可能となる。 In this manner, the steel pipe pile P is always held in a stable state in any posture until it is erected in the steel pipe press-in machine M. For this reason, there is a risk that the steel pipe pile P will collapse or roll, or it will jump out of the construction site or cross the border, which may occur in the erection method that includes many processes in which work is performed while being lifted by a conventional crane C. Such events can be suppressed. Therefore, the efficiency and safety of the entire series of operations from transporting the steel pipe pile P to erecting the steel pipe pile P in the steel pipe press-in machine M can be significantly improved.

また、クレーンCを用いて吊持した状態で実施する工程を大幅に省略することができることにより、作業員が介錯ロープを用いて吊持された鋼管杭Pのコントロールを行う作業も大幅に削減でき、施工領域が狭隘な場所に位置する場合や隣接して車道等が存在する場合にも、鋼管杭Pが施工現場から越境したり飛び出す等の現象を抑制し、安全に建込み作業を実施することが可能となる。 In addition, by greatly omitting the process of carrying out the suspension using the crane C, it is possible to greatly reduce the work of the operator to control the suspended steel pipe pile P using an intermediary rope. , Even when the construction area is located in a narrow place or when there is a roadway etc. adjacent to it, the phenomenon such as the steel pipe pile P crossing the border or jumping out from the construction site is suppressed, and the erection work is safely carried out. becomes possible.

本発明の長尺材供給システム及び長尺供給システムを用いた長尺材の建込み方法は、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 long material supply system and long material erection method using the long material supply system of the present invention are not limited to the above-described embodiments, and various modifications are possible without departing from the scope of the present invention. is.

例えば、本実施の形態では、長尺材転倒防止装置10に設けた走行体13の走行方向をガイドするガイドレール25を架台21に設け、長尺材転倒防止装置10に拘束された鋼管杭Pを、運搬車両Tの荷台から長尺材荷受け装置20の架台21へ横取りしたが、鋼管杭Pを架台21上に仮置きする方法は、必ずしもこれに限定されるものではない。 For example, in the present embodiment, a guide rail 25 for guiding the running direction of the running body 13 provided in the long material overturn prevention device 10 is provided on the frame 21, and the steel pipe pile P restrained by the long material overturn prevention device 10 is provided. was taken from the loading platform of the transport vehicle T to the pedestal 21 of the long material receiving device 20, but the method of temporarily placing the steel pipe pile P on the pedestal 21 is not necessarily limited to this.

つまり、長尺材転倒防止装置10に拘束された鋼管杭Pを架台21上で適宜移動させて、鋼管杭Pの軸線方向を長尺材建起し装置30に向けて仮置きすることができれば、例えば、走行体13に全方向に移動可能なキャスターを採用し、架台21上のガイドレール25を不要としてもよい。なお、この場合には、鋼管杭Pを運搬車両Tの荷台から横取りしなくてもよいため、搬送車両の停車場Sも架台21に対していずれの位置に配置してもよい。 In other words, if the steel pipe pile P restrained by the long material overturn prevention device 10 can be appropriately moved on the frame 21 and temporarily placed with the axial direction of the steel pipe pile P facing the long material erection device 30 For example, omnidirectionally movable casters may be employed for the running body 13, and the guide rails 25 on the frame 21 may be eliminated. In this case, since the steel pipe pile P does not need to be intercepted from the loading platform of the transport vehicle T, the stop S of the transport vehicle may be arranged at any position with respect to the frame 21 .

また、本実施の形態では、鋼管杭Pを起立させる際、クレーンCを用いて鋼管杭Pの頭部側Phを吊り上げることにより上昇させたが、鋼管杭Pの頭部を上昇させる方法は必ずしもこれに限定されるものではなく、いずれの手段を採用してもよい。 Further, in the present embodiment, when the steel pipe pile P is erected, the crane C is used to lift the head side Ph of the steel pipe pile P to raise it, but the method of raising the head of the steel pipe pile P is not necessarily It is not limited to this, and any means may be adopted.

100 長尺材供給システム
10 長尺材転倒防止装置
11 パレット
12 起立部材
13 走行体
14 拘束ベルト
15 車輪止め
20 長尺材荷受け装置
21 架台
22 高さ調整具
23 ストッパ
24 跳ね出し板
25 ガイドレール
30 長尺材建起し装置
31 一対の支柱
32 水平軸
33 回転補助具
331 底板
332 添え板
333 回転止め
34 固定バンド
35 カウンターウェイト
40 長尺材供給ガイド
41 防護柵
42 連結材
P 鋼管杭(長尺材)
Ph 頭部側
Pt 先端側(一端側)
T 運搬車両
M 鋼管圧入機
C クレーン
S 停車場
F 支持板
100 Long material supply system 10 Long material overturn prevention device 11 Pallet 12 Standing member 13 Traveling body 14 Restraint belt 15 Wheel stopper 20 Long material receiving device 21 Stand 22 Height adjuster 23 Stopper 24 Bounce plate 25 Guide rail 30 Long material erection device 31 Pair of pillars 32 Horizontal shaft 33 Rotation aid 331 Bottom plate 332 Attachment plate 333 Rotation stop 34 Fixing band 35 Counterweight 40 Long material supply guide 41 Protective fence 42 Connecting material P Steel pipe pile (long material material)
Ph head side Pt tip side (one end side)
T Transportation vehicle M Steel pipe press-in machine C Crane S Station F Support plate

Claims (3)

横伏せ姿勢の長尺材を起立させて建込み予定位置に建込むための長尺材供給システムであって、
横伏せ姿勢の前記長尺材が載置されるパレットと、該パレットに設けられ、前記長尺材の軸線直交方向の挙動を抑制する複数の起立部材と、を備える長尺材転倒防止装置と、
前記建込み予定位置の近傍に設置され、前記長尺材転倒防止装置を装着された前記長尺材が仮置きされる架台を備える長尺材荷受け装置と、
前記長尺材荷受け装置と前記建込み予定位置との間に設置され、前記架台に仮置きされた前記長尺材が起立する挙動を補助する長尺材建起し装置と、を備え、
前記長尺材建起し装置には、鉛直方向に回転する回転補助具が備えられ、
該回転補助具が、前記長尺材荷受け装置に仮置きされた前記長尺材であって、前記長尺材転倒防止装置における拘束が解かれた状態の前記長尺材の一端側近傍に取付けられることを特徴とする長尺材供給システム。
A long material supply system for erecting a long material in a lying down position and erecting it at a planned erection position,
A device for preventing overturning of a long material, comprising: a pallet on which the long material lying down is placed; and a plurality of standing members provided on the pallet for suppressing behavior of the long material in a direction orthogonal to an axis line. ,
a long-material receiving device that is installed in the vicinity of the scheduled erection position and has a frame on which the long-length material to which the long-material overturn prevention device is attached is temporarily placed;
a long material erecting device installed between the long material receiving device and the planned erection position, and assisting the erection behavior of the long material temporarily placed on the pedestal;
The long material erection device is equipped with a rotation aid that rotates in the vertical direction,
The rotation assisting tool is the long material temporarily placed on the long material receiving device , and is attached near one end of the long material in a state in which restraint in the long material overturn prevention device is released. A long material supply system characterized by being.
請求項1に記載の長尺材供給システムにおいて、
前記長尺材転倒防止装置には、走行体が設けられるとともに、
前記長尺材荷受け装置には、前記架台の高さを調整する高さ調整具が備えられることを特徴とする長尺材供給システム。
In the long material supply system according to claim 1,
The device for preventing overturning of long materials is provided with a traveling body,
A long material supply system, wherein the long material receiving device is provided with a height adjuster for adjusting the height of the pedestal.
請求項1または2に記載の長尺材供給システムを用いた長尺材の建込み方法であって、
前記長尺材転倒防止装置が装着された状態で搬入された前記長尺材を、前記長尺材荷受け装置の前記架台に仮置きし、
仮置きした前記長尺材の一端側近傍に、前記長尺材建起し装置の前記回転補助具を取付け、
該回転補助具が取付けられ前記長尺材の他端側を上昇させて前記長尺材を起立させたのち、
起立姿勢の前記長尺材を吊り上げ、前記建込み予定位置に建込むことを特徴とする長尺材の建込み方法。
A long material erecting method using the long material supply system according to claim 1 or 2,
Temporarily placing the long material carried in with the device for preventing overturning of the long material on the pedestal of the receiving device for receiving the long material,
Attaching the rotation aid of the device for erecting the long material near one end of the temporarily placed long material,
After raising the other end side of the elongated material with the rotation assisting tool attached to stand up the elongated material,
A method for erecting a long material, comprising lifting the long material in a standing posture and erecting it at the planned erection position.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074186A (en) 2001-09-07 2003-03-12 Soken Sangyo Kk Device and method for erection of column steel frame
JP2004251039A (en) 2003-02-21 2004-09-09 Toda Constr Co Ltd Column member erecting device, erecting device, column member setting method using the column member erecting device, and erecting method using the erecting device
JP2012076622A (en) 2010-10-01 2012-04-19 Daiichi Kensetsu Kiko Co Ltd Deck liftable work pontoon and construction method of ocean wind power generation facility
JP2013226907A (en) 2012-04-25 2013-11-07 Jfe Steel Corp Stanchion mounted on trailer loading platform

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH071195U (en) * 1993-06-11 1995-01-10 清水建設株式会社 Steel frame erection equipment
JP3347660B2 (en) * 1998-01-14 2002-11-20 土佐機械工業株式会社 Pile transfer mechanism and method
JP3837646B2 (en) * 1998-04-30 2006-10-25 東急建設株式会社 Support device for erecting long members

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074186A (en) 2001-09-07 2003-03-12 Soken Sangyo Kk Device and method for erection of column steel frame
JP2004251039A (en) 2003-02-21 2004-09-09 Toda Constr Co Ltd Column member erecting device, erecting device, column member setting method using the column member erecting device, and erecting method using the erecting device
JP2012076622A (en) 2010-10-01 2012-04-19 Daiichi Kensetsu Kiko Co Ltd Deck liftable work pontoon and construction method of ocean wind power generation facility
JP2013226907A (en) 2012-04-25 2013-11-07 Jfe Steel Corp Stanchion mounted on trailer loading platform

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