JP6869403B1 - Column member building-up device and column member building-up method - Google Patents

Column member building-up device and column member building-up method Download PDF

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JP6869403B1
JP6869403B1 JP2020106615A JP2020106615A JP6869403B1 JP 6869403 B1 JP6869403 B1 JP 6869403B1 JP 2020106615 A JP2020106615 A JP 2020106615A JP 2020106615 A JP2020106615 A JP 2020106615A JP 6869403 B1 JP6869403 B1 JP 6869403B1
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pillar
traveling guide
pillar member
floor plate
slide
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JP2022001705A (en
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紀幸 宮田
紀幸 宮田
河野 重行
重行 河野
聰 小林
聰 小林
竹葉 憲
憲 竹葉
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Taisei Corp
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Abstract

【課題】施工ヤードに一般に用いられる敷板(敷鉄板)を利用し、敷板が所定の範囲に敷設されていれば、場所を選ばず簡易かつ安全に柱部材の建て起こしを可能とする装置および方法であり、作業性の良い柱部材の建て起こし装置および方法を提供する。【解決手段】建設ヤードに敷設されている敷板2と敷板2上に所定の間隔を開けて平行に配置された一対の幅止め材31,31と幅止め材31,31の前後にそれぞれ配置された一対のストッパ32,32と、からなる走行案内部材3と、走行案内部材3に沿って移動するスライド材5と、を具備すること。【選択図】図1PROBLEM TO BE SOLVED: To easily and safely erect a pillar member at any place as long as a floor plate (iron plate) generally used in a construction yard is used and the floor plate is laid in a predetermined range. The present invention provides a device and a method for raising a pillar member having good workability. SOLUTION: A pair of width stoppers 31 and 31 and width stoppers 31 and 31 arranged in parallel on a floor plate 2 and a floor plate 2 laid in a construction yard at predetermined intervals are arranged before and after, respectively. A pair of stoppers 32, 32, a traveling guide member 3 including the traveling guide member 3, and a slide member 5 moving along the traveling guide member 3 are provided. [Selection diagram] Fig. 1

Description

本発明は、建設現場におけるH鋼等の鉄骨柱部材の建て起こし装置および柱部材の建て起こし方法に関するものである。 The present invention relates to an apparatus for building up a steel frame column member such as H-steel at a construction site, and a method for raising up a column member.

一般に、建設現場における柱部材は、水平に寝かされた状態で荷台に積載され、トレーラ等の運搬車輛によって建設ヤード内に搬送される。搬送された柱部材は、風雨等に対して安定性を保つため、実際に使用される直前まで水平状態で建設ヤード内の仮置き場に保管される。これら柱部材は、水平に寝かされた状態から、クレーン等の揚重機のブームの旋回、起伏、ワイヤの巻き上げによって吊り上げられ、垂直に建て起こして所定の位置に設置される。
この柱部材の建て起こしは、従来から種々様々な方法で行われてきた。一般に多く行われている方法としては、主たる揚重機で水平に寝かされた柱部材の上方に玉掛けし、吊り上げると同時に、さらにもう一台の揚重機を相番として、柱部材の下方にそのワイヤを玉掛け、吊り上げ、最終的には主たる揚重機のみで垂直に建て起こすという方法である。
また、特許文献1によれば、チェーンブロック等の巻き上げ治具を併用して、主たる揚重機により柱部材の両端を水平に吊り上げた状態で、チェーン操作によって柱部材を起立状態にする方法が開示されている。
さらに、特許文献2によれば、架台の走行レール上を移動する車輪付きL型端部受台車に柱部材の一端部を載せ、水平にした状態で柱部材の他端部に揚重機のワイヤを玉掛けして吊り上げるもので、柱部材の一端部は前記のようにL型端部受台車に載置されているから、この台車を支点として架台上を移動し、柱はクレーンの吊り上げ作業に連動して架台上において建て起す方法である。
In general, pillar members at a construction site are loaded on a loading platform in a horizontally laid state and transported into a construction yard by a carrier vehicle such as a trailer. In order to maintain stability against wind and rain, the transported pillar members are stored horizontally in a temporary storage place in the construction yard until just before they are actually used. These pillar members are lifted from a horizontally laid state by turning, undulating, and hoisting the boom of a lifting machine such as a crane, and are vertically erected and installed at a predetermined position.
The pillar members have been erected by various methods from the past. The most commonly used method is to sling above the pillar member laid horizontally on the main lifting machine and lift it, and at the same time, use another lifting machine as the phase number and place it below the pillar member. The method is to sling the wire, lift it, and finally build it vertically with only the main lifting machine.
Further, according to Patent Document 1, a method is disclosed in which a hoisting jig such as a chain block is used in combination to lift both ends of a pillar member horizontally by a main lifting machine, and the pillar member is raised by a chain operation. Has been done.
Further, according to Patent Document 2, one end of the pillar member is placed on the wheeled L-shaped end receiving carriage that moves on the traveling rail of the gantry, and the wire of the lifting machine is placed on the other end of the pillar member in a horizontal state. Since one end of the pillar member is mounted on the L-shaped end receiving trolley as described above, it moves on the gantry with this trolley as a fulcrum, and the pillar is used for lifting the crane. It is a method of building up on a gantry in conjunction with each other.

特開平9−184294号公報Japanese Unexamined Patent Publication No. 9-184294 実開平6−24141号公報Jikkenhei 6-24141

前記した従来技術は、相番用の楊重機を必要とするためコストが嵩み、相番用の揚重機を設置するスペースを別途必要とし、施工場所が制約される。さらに、2台のクレーンによる共同作業となるため、操作に熟練を要する。
チェーンブロックを併用する方法は、動力を有する吊り冶具を別途必要とし、楊重機には吊り治具等の荷重の分だけ吊り能力に負荷がかかる。
受台車を用いる方法については、別途走行レールの付いた架台や車輪を有する受台車を必要とするなど設備が煩雑となる。
The above-mentioned conventional technique requires a heavy machine for phase numbering, which increases the cost, requires a separate space for installing the lifting machine for phase numbering, and restricts the construction site. Furthermore, since it is a joint work by two cranes, skill is required for the operation.
The method of using the chain block together requires a separately powered hanging jig, and the load is applied to the hanging jig by the amount of the load of the hanging jig or the like.
As for the method of using the pedestal, the equipment becomes complicated, for example, a pedestal with a separate traveling rail and a pedestal having wheels are required.

本発明の目的は、施工ヤードに一般に用いられる敷板(敷鉄板)を利用し、敷板が所定の範囲に敷設されていれば、場所を選ばず簡易かつ安全に柱部材の建て起こしを可能とする装置および方法であり、作業性の良い柱部材の建て起こし装置および方法を提供することにある。 An object of the present invention is to use a floor plate (iron plate) generally used in a construction yard, and if the floor plate is laid within a predetermined range, it is possible to easily and safely erect the column members regardless of the location. It is an apparatus and method, and an object thereof is to provide an apparatus and a method for raising a column member having good workability.

前記目的を達成すべく、本発明による柱部材の建て起こし装置の一態様は、建設ヤードに敷設されている敷板と該敷板上に所定の間隔を開けて平行に配置された一対の幅止め材と、からなる走行案内部材と、前記走行案内部材に沿って前記敷板上を摺動して移動するスライド材と、を具備することを特徴とする In order to achieve the above object, one aspect of the pillar member raising device according to the present invention is a pair of width stoppers arranged in parallel with a floor plate laid in a construction yard at a predetermined interval. It is characterized by including a traveling guide member comprising the above, and a sliding member that slides and moves on the floor plate along the traveling guide member.

本発明の一態様である、建設ヤードに敷設されている敷板とその上に一対の幅止め材を平行に配置させた走行案内部材と、走行案内部材に沿って移動するスライド材と、からなる柱部材の建て起こし装置を用いれば、スライド材の上面に、柱部材の一端を載置し、他端に玉掛けした揚重機のワイヤを巻き上げ、必要に応じて楊重機のブームの起立旋回を行うことで、柱部材を走行案内部材上にスムースかつ安全に移動させ、建て起こすことができる。
また、工事現場一般に広く敷設される汎用の敷板(敷鉄板)の任意の空きスペースを利用して溶接等の手段を用いて走行案内部材を敷設することや、逆にガスによる溶融で撤去することも可能であり、場所を選ばず施工の進捗に合せて比較的容易に設置および撤去を行うことができる。
It is composed of a traveling guide member in which a floor plate laid in a construction yard and a pair of width stoppers are arranged in parallel on the floor plate, which is one aspect of the present invention, and a slide material that moves along the traveling guide member. If a pillar member raising device is used, one end of the pillar member is placed on the upper surface of the slide material, the wire of the lifting machine slung on the other end is wound up, and the boom of the Yang heavy machine is raised and turned as necessary. As a result, the pillar member can be smoothly and safely moved on the traveling guide member and can be erected.
In addition, laying a traveling guide member by means such as welding using an arbitrary empty space of a general-purpose floor plate (laying iron plate) that is widely laid at construction sites, or conversely removing it by melting with gas. It is also possible, and it can be installed and removed relatively easily according to the progress of construction regardless of the location.

また、本発明による柱部材の建て起こし装置の他の態様において、前記スライド材は摺動部材と滑り止め部材とからなり、前記滑り止め部材は前記摺動部材の上面に配置され、前記スライド材の移動の際には前記摺動部材と前記滑り止め部材とが一体となって移動する、ことを特徴とする。 Further, in another aspect of the pillar member raising device according to the present invention, the slide material is composed of a sliding member and a non-slip member, and the non-slip member is arranged on the upper surface of the sliding member, and the slide material is arranged. The sliding member and the non-slip member move together when the sliding member is moved.

本態様によれば、スライド材は摺動部材と滑り止め部材とからなり、スライド材の移動の際に摺動部材の上面に滑り止め材が一体として配置されているので、柱部材の一端を滑り止め材の上面に載置すれば、柱部材の他端を揚重機のワイヤで揚重した際、滑り止め材の滑り止め効果によって、柱部材のスライド材からの離間を抑制しつつ、安定したスライド材の移動を確保できる。 According to this aspect, the slide material is composed of a sliding member and a non-slip member, and when the slide material is moved, the non-slip material is integrally arranged on the upper surface of the sliding member. When placed on the upper surface of the anti-slip material, when the other end of the column member is lifted by the wire of the lifting machine, the anti-slip effect of the anti-slip material suppresses the separation of the column member from the slide material and stabilizes the column member. It is possible to secure the movement of the slide material.

また、本発明による柱部材の建て起こし装置の他の態様において、前記スライド材は前記一対の幅止め材の間に配置されていることを特徴とする。 Further, in another aspect of the pillar member raising device according to the present invention, the slide material is arranged between the pair of width stopper members.

本態様によれば、敷板とそれに配置された一対の幅止め材で囲まれた走行案内部材にスライド材が配置されるので、スライド材が走行案内部材から逸脱することを防止することができる。 According to this aspect, since the slide material is arranged on the traveling guide member surrounded by the floor plate and the pair of width stoppers arranged on the floor plate, it is possible to prevent the slide material from deviating from the traveling guide member.

また、本発明による柱部材の建て起こし装置の他の態様は、建設ヤードに敷設されている敷板と該敷板上に所定の間隔を開けて平行に配置された一対の幅止め材とからなる走行案内部材と、前記走行案内部材に沿って移動するスライド材と、を具備する柱部材の建て起こし装置であって、前記スライド材の下面には前記幅止め材と同じ方向に複数の棒材が固定され、上記棒材が前記敷板に接してスライドすることを特徴とする。 In addition, another aspect of the pillar member erecting device according to the present invention is a traveling structure comprising a floor plate laid in a construction yard and a pair of width stoppers arranged in parallel on the floor plate at predetermined intervals. A pillar member raising device including a guide member and a slide member that moves along the traveling guide member, and a plurality of rod members are formed on the lower surface of the slide member in the same direction as the width stopper. It is fixed and the bar material slides in contact with the floor plate .

本態様によれば、スライド材の下面に幅止め材と同じ方向、すなわちスライド材の移動方向に複数の棒材を固定することで、スライド材がより円滑に走行案内部材上を移動することを可能にする。 According to this aspect, by fixing a plurality of rods to the lower surface of the slide material in the same direction as the width stopper material, that is, in the moving direction of the slide material, the slide material moves on the traveling guide member more smoothly. to enable.

また、本発明による柱部材の建て起こし装置の他の態様において、前記走行案内部材上には潤滑材が塗布されていることを特徴とする。 Further, in another aspect of the pillar member raising device according to the present invention, a lubricating material is applied on the traveling guide member.

本態様によれば、走行案内部材上に潤滑材を塗布することで、潤滑材がスライド材と走行案内部材との摩擦軽減に寄与するため、スライド材の走行案内部材上の移動をより円滑にすることができる。 According to this aspect, by applying the lubricating material on the traveling guide member, the lubricating material contributes to the reduction of friction between the slide material and the traveling guide member, so that the slide material can move more smoothly on the traveling guide member. can do.

また、本発明による柱部材の建て起こし方法の一態様は、前記柱部材の建て起こし装置を用いた柱部材の建て起こし方法であって、前記柱部材の一端を前記スライド材の上面に載置するとともに、他端を前記走行案内部材に沿って載置し、前記他端に揚重機のワイヤを固定し、前記ワイヤ巻き上げることによって前記柱部材を建て起こすことを特徴とする。 Further, one aspect of the method for raising a pillar member according to the present invention is a method for raising a pillar member using the raising device for the pillar member, in which one end of the pillar member is placed on the upper surface of the slide material. At the same time, the other end is placed along the traveling guide member, the wire of the lifting machine is fixed to the other end, and the pillar member is erected by winding the wire.

本態様によれば、敷板と、その上に一対の幅止め材を平行に配置させた走行案内部材と、走行案内部材に沿って移動するスライド材と、からなる柱部材の建て起こし装置を用いているので、スライド材の上面に、柱部材の一端を載置し、他端に玉掛けした揚重機のワイヤを巻き上げ、必要に応じて楊重機のブームの起伏、旋回を行うことで、柱部材を走行案内部材上にスムースかつ安全に移動させ、建て起こすことができる。 According to this aspect, a pillar member raising device composed of a floor plate, a traveling guide member in which a pair of width stoppers are arranged in parallel on the floor plate, and a slide member moving along the traveling guide member is used. Therefore, one end of the pillar member is placed on the upper surface of the slide material, the wire of the lifting machine slinged on the other end is wound up, and the boom of the Yang heavy machine is raised and lowered and swiveled as necessary. Can be smoothly and safely moved onto the traveling guide member and built up.

また、本発明による柱部材の建て起こし方法の他の態様において、前記ワイヤは前記走行案内部材に沿って巻き上げることを特徴とする。 Further, in another aspect of the method for raising a pillar member according to the present invention, the wire is wound up along the traveling guide member.

本態様によれば、柱部材の一端を載置したスライド材の移動方向である走行案内部材に沿って柱部材の他端に玉掛けした揚重機のワイヤを巻き上げるので、柱部材の一端がスライド材から離間し、かつスライド材が走行案内部材から逸脱することも抑制できる。 According to this aspect, since the wire of the lifting machine slinged on the other end of the pillar member is wound up along the traveling guide member which is the moving direction of the slide material on which one end of the pillar member is placed, one end of the pillar member is the slide material. It is also possible to prevent the slide material from deviating from the traveling guide member while being separated from the traveling guide member.

本発明の柱部材の建て起こし装置および方法によれば、施工ヤードに一般に用いられる敷板(敷鉄板)を利用し、敷板が所定の範囲に敷設されていれば、場所を選ばず簡易かつ安全に柱部材の建て起こしを可能とする装置および方法であり、作業性の良い柱部材の建て起こし装置および方法を提供することにある。 According to the pillar member raising device and method of the present invention, if a floor plate (iron plate) generally used in a construction yard is used and the floor plate is laid within a predetermined range, it can be easily and safely anywhere. It is an apparatus and method which enables the erection of a pillar member, and an object of the present invention is to provide the erection device and method of a pillar member having good workability.

本発明の実施形態に係る柱部材の建て起こし装置の平面図である。It is a top view of the pillar member raising apparatus which concerns on embodiment of this invention. 本発明の実施形態に係る柱部材の建て起こし装置の断面図(図1のA−A)である。It is sectional drawing (AA of FIG. 1) of the pillar member erecting apparatus which concerns on embodiment of this invention. 本発明の実施形態に係る柱部材の建て起こし装置を構成するスライド材のうち、摺動部材の平面図および断面図である((a)は上面、(b)は下面、(c)は正面)。Among the slide materials constituting the pillar member erecting device according to the embodiment of the present invention, the plan view and the cross-sectional view of the sliding member ((a) is the upper surface, (b) is the lower surface, and (c) is the front surface. ). 本発明の実施形態に係る柱部材の建て起こし装置を構成するスライド材のうち、滑り止め部材の平面図および断面図である((a)は上下面、(b)は正面)。Among the slide materials constituting the pillar member erecting device according to the embodiment of the present invention, the plan view and the cross-sectional view of the non-slip member ((a) is an upper and lower surface, (b) is a front surface). 本発明の実施形態に係る柱部材の建て起こし装置のうち、スライド材の詳細を示す断面図および平面図である((a)は図1のB−B、(c)は図5のC−C)。Among the pillar member erecting devices according to the embodiment of the present invention, the cross-sectional view and the plan view showing the details of the slide material ((a) is BB in FIG. 1 and (c) is C- in FIG. C). 本発明の実施形態に係る柱部材の建て起こし方法の平面図である。It is a top view of the method of raising a pillar member which concerns on embodiment of this invention. 本発明の実施形態に係る柱部材の建て起こし方法の断面図のうち、柱部材をスライド材に載置した状況図である。It is a situation view which put the pillar member on the slide material in the cross-sectional view of the method of building up the pillar member which concerns on embodiment of this invention. 本発明の実施形態に係る柱部材の建て起こし方法の断面図のうち、柱部材を建て起こすまでの状況図である。It is a situation view until the pillar member is built up in the cross-sectional view of the method of building up a pillar member which concerns on embodiment of this invention.

以下、本発明の実施形態に係る柱部材の建て起こし装置および方法について、添付の図面を参照しながら説明する。なお、本明細書及び図面において、実質的に同一の構成要素については、同一の符号を付することにより重複した説明を省く。 Hereinafter, a device and a method for raising a pillar member according to an embodiment of the present invention will be described with reference to the accompanying drawings. In the present specification and the drawings, substantially the same components are designated by the same reference numerals to omit duplicate explanations.

[実施形態に係る柱部材の建て起こし装置]
はじめに、図1、2を参照して、実施形態に係る柱部材の建て起こし装置の全体概要について説明する。図1は、本発明の実施形態に係る柱部材の建て起こし装置の平面図であり、図2は、本発明の実施形態に係る柱部材の建て起こし装置の断面図(図1のA−A)である。
図1、2に示すように、柱部材の建て起こし装置1は、敷板2と敷板2上に所定の間隔を開けて平行に配置された一対の幅止め材31,31と、からなる走行案内部材3と、走行案内部材3に沿って移動するスライド材5とを具備することを特徴とする。ここでいう柱部材PはH形鋼である。また、敷板2は、工事現場施工ヤードの地盤G上に、重機のトラフィカビリティ確保や作業性、良好な施工環境を確保する目的で一般に広く用いられている敷鉄板のことであり、複数枚の敷き鉄板を敷き詰め、不図示の平鋼を隣り合う敷き鉄板を跨ぐように配置、周囲を溶接することで敷き鉄板同士の連結を行う。例えば、柱部材の建て起こし装置1は、敷板2上に仮置きされた柱部材Pに隣接したスペースに簡易に設置できる。
まず柱部材の建て起こし装置1を構成する走行案内部材3は、敷板2上に所定の間隔を開けて平行に一対の幅止め材31,31を配置させることで形成されている。幅止め材31,31の前後にそれぞれ一対のストッパ4,4を配置させても良い。幅止め材31,31、ストッパ
4,4ともにL形鋼を使用し、L形鋼材のつま先部がそれぞれ外を向くように、敷板2に直接溶接することで固定している。この敷板2と幅止め材31,31、ストッパ4,4で囲まれた範囲を後述する矩形平板のスライド材5が移動する。ここで、スライド材5の幅は、スライド材5が移動の際、幅止め材31,31に競らない程度とするのが好ましい。
[A device for raising pillar members according to an embodiment]
First, with reference to FIGS. 1 and 2, an overall outline of the pillar member raising device according to the embodiment will be described. FIG. 1 is a plan view of a pillar member raising device according to an embodiment of the present invention, and FIG. 2 is a cross-sectional view of a pillar member raising device according to an embodiment of the present invention (AA of FIG. 1). ).
As shown in FIGS. 1 and 2, the pillar member raising device 1 is a traveling guide composed of a floor plate 2 and a pair of width stoppers 31 and 31 arranged in parallel on the floor plate 2 at predetermined intervals. It is characterized by including a member 3 and a slide member 5 that moves along the traveling guide member 3. The column member P referred to here is H-shaped steel. Further, the floor plate 2 is a floor plate 2 that is generally widely used for the purpose of ensuring the trafficability of heavy machinery, workability, and a good construction environment on the ground G of the construction site construction yard. The laid iron plates are laid out, flat steel (not shown) is placed so as to straddle the adjacent laid iron plates, and the surroundings are welded to connect the laid iron plates. For example, the pillar member raising device 1 can be easily installed in a space adjacent to the pillar member P temporarily placed on the floor plate 2.
First, the traveling guide member 3 constituting the pillar member raising device 1 is formed by arranging a pair of width stoppers 31 and 31 in parallel on the floor plate 2 at a predetermined interval. A pair of stoppers 4 and 4 may be arranged before and after the width stoppers 31 and 31, respectively. L-shaped steel is used for both the width stoppers 31 and 31 and the stoppers 4 and 4, and the L-shaped steel is fixed by direct welding to the floor plate 2 so that the toes of the L-shaped steel face outward. The slide member 5 of the rectangular flat plate, which will be described later, moves in the range surrounded by the floor plate 2, the width stoppers 31, 31, and the stoppers 4, 4. Here, the width of the slide material 5 is preferably set so as not to compete with the width stoppers 31 and 31 when the slide material 5 moves.

次に、図3~5を参照して、実施形態に係る柱部材の建て起こし装置について説明する。図3は、本発明の実施形態に係る柱部材の建て起こし装置を構成するスライド材のうち、摺動部材の平面図および断面図((a)は上面、(b)は下面、(c)は正面)であり、図4は、本発明の実施形態に係る柱部材の建て起こし装置を構成するスライド材のうち、滑り止め部材の平面図および断面図((a)は上下面、(b)は正面)であり、図5は、本発明の実施形態に係る柱部材の建て起こし装置のうち、スライド材の詳細を示す断面図および平面図((a)は図1のB−B、(c)は図5のC−C)である。
スライド材5は、摺動部材51と滑り止め部材52とからなり、滑り止め部材52は摺動部材51の上面に配置され、スライド材5の移動の際には摺動部材51と滑り止め部材52とが一体となって移動することを特徴とする。
図3より、摺動部材51は、摺動部本体511と係止部512,412,412,412および取手部513とからなる。摺動部本体511は、矩形平鋼板からなり、L形鋼(または平鋼板でも良い)からなる係止部512,412,412,412は摺動部本体511の上面の四隅に、曲げ加工した丸鋼からなる取手部513は摺動部本体511の下面に、それぞれ溶接にて一体に固定されている。また、摺動部本体511の下面には、幅止め材31,31と同じ方向に複数の丸鋼からなる棒材53,43,43,43が溶接によって固定されている。
図4に、滑り止め部材52を示す。滑り止め部材52は、矩形の木製平板で、四隅に切り欠き部521,421,421,421が設けられている。
図5に、敷板2、幅止め材31,31で囲まれた走行案内部材3上に、スライド材5が配置された状態を示す。滑り止め部材52が摺動部材51上に載置されており、係止部512,412,412,412が欠き部521,421,421,421から突出することで滑り止め部材52が摺動部材51に係止され、スライド材5の移動の際には摺動部材51と滑り止め部材52とが一体となって移動することを可能にしている。
また、走行案内部材3には潤滑材6の薄膜が形成されている。潤滑材6は、モップ等で走行案内部材3内の敷板2上にグリスを塗布することで形成する。なお、環境面を考慮した場合、潤滑材6は界面活性剤(業務用洗剤等)であっても良い。
Next, with reference to FIGS. 3 to 5, the pillar member raising device according to the embodiment will be described. 3A and 3B are a plan view and a cross-sectional view ((a) is an upper surface, (b) is a lower surface, and (c) is a slide material constituting the pillar member erecting device according to the embodiment of the present invention. (Front), FIG. 4 is a plan view and a cross-sectional view ((a) is an upper and lower surface, (b) of the slide material constituting the pillar member erecting device according to the embodiment of the present invention. ) Is the front surface), FIG. 5 is a cross-sectional view and a plan view showing the details of the slide material among the pillar member erecting devices according to the embodiment of the present invention ((a) is BB of FIG. (C) is CC) of FIG.
The slide member 5 is composed of a sliding member 51 and a non-slip member 52. The non-slip member 52 is arranged on the upper surface of the sliding member 51, and the sliding member 51 and the non-slip member are arranged when the slide member 5 is moved. The feature is that the 52 and the 52 move together.
From FIG. 3, the sliding member 51 includes a sliding portion main body 511, a locking portion 512, 421, 421, 412, and a handle portion 513. The sliding portion main body 511 is made of rectangular flat steel plate, and the locking portions 512, 421, 421, 412 made of L-shaped steel (or flat steel plate may be used) are bent at the four corners of the upper surface of the sliding portion main body 511. The handle portion 513 made of round steel is integrally fixed to the lower surface of the sliding portion main body 511 by welding. Further, rods 53, 43, 43, 43 made of a plurality of round steels are fixed to the lower surface of the sliding portion main body 511 in the same direction as the width stoppers 31, 31 by welding.
FIG. 4 shows a non-slip member 52. The non-slip member 52 is a rectangular wooden flat plate, and notches 521, 421, 421, 421 are provided at four corners.
FIG. 5 shows a state in which the slide member 5 is arranged on the traveling guide member 3 surrounded by the floor plate 2 and the width stoppers 31 and 31. The non-slip member 52 is placed on the sliding member 51, and the locking portion 512, 421, 421, 412 protrudes from the notched portion 521, 421, 421, 421, so that the non-slip member 52 becomes the sliding member. It is locked to 51, and when the slide member 5 moves, the sliding member 51 and the non-slip member 52 can move together.
Further, a thin film of the lubricant 6 is formed on the traveling guide member 3. The lubricant 6 is formed by applying grease on the floor plate 2 in the traveling guide member 3 with a mop or the like. In consideration of the environment, the lubricant 6 may be a surfactant (commercial detergent or the like).

[実施形態に係る柱部材の建て起こし方法]
次に、図6~8を参照して、実施形態に係る柱部材の建て起こし方法について説明する。図6は、本発明の実施形態に係る柱部材の建て起こし方法の平面図であり、図7は、本発明の実施形態に係る柱部材の建て起こし方法の断面図のうち、柱部材をスライド材に載置した状況図であり、図8は、本発明の実施形態に係る柱部材の建て起こし方法の断面図のうち、柱部材を建て起こすまでの状況図である。
走行案内部材3の敷板上には、予めモップ等にて潤滑材6を塗布しておくことが望ましい。揚重機7(ラフタークレーン、クローラークレーンまたはタワークレーン等)のブーム72から垂下したワイヤ73を水平に仮置きされている柱部材Pの両端部に不図示のスライド治具を介して固定し、ワイヤ73の巻き上げ、ブーム72の起伏、旋回によって、水平状態を維持したまま平行移動し、柱部材Pの一端を前記スライド材5の上面に載置するとともに、他端を走行案内部材3に沿って載置する。このとき、揚重機7は、ワイヤ73を走行案内部材3に沿って巻き上げることができる位置に、揚重機本体71を予め配置しておくことが望ましい。
次に、不図示のスライド治具を外し、柱部材Pの他端に揚重機7のワイヤ73を不図示の吊り治具を介して固定し、ワイヤ73の巻き上げ、ブーム72起伏、旋回も併用して、柱部材Pをゆっくり垂直に建て起こす。
具体的には、柱部材Pがスライドし始めたら(柱部材Pの起伏角度60度前後を目安)、巻き上げを一旦停止し、スライド材5の設置状況および柱部材Pの全体の状況を確認しつつ、ゆっくりと巻き上げを再開する。柱部材Pがほぼ垂直になり、地切りする直前に巻き上げを一旦停止、柱部材Pが垂直になっていることを確認後、ゆっくりと地切りする。このとき、スライド材5は柱部材Pから自然に離れる。柱部材Pの振れ等のないことを確認後、柱部材Pまたは不図示の治具等を介して介錯ロープを取り付ける。ゆっくりと設置個所にブーム72を旋回し、所定の位置に吊り込む。
[Method of building up pillar members according to the embodiment]
Next, a method of raising the pillar members according to the embodiment will be described with reference to FIGS. 6 to 8. FIG. 6 is a plan view of the method for raising the pillar member according to the embodiment of the present invention, and FIG. 7 is a cross-sectional view of the method for raising the pillar member according to the embodiment of the present invention, in which the pillar member is slid. It is a situation diagram placed on the material, and FIG. 8 is a cross-sectional view of the method of building up a pillar member according to the embodiment of the present invention, and is a situation view until the pillar member is built up.
It is desirable to apply the lubricant 6 in advance on the floor plate of the traveling guide member 3 with a mop or the like. The wire 73 hanging from the boom 72 of the lifting machine 7 (rough terrain crane, crawler crane, tower crane, etc.) is fixed to both ends of the pillar member P temporarily placed horizontally via a slide jig (not shown), and the wire. By hoisting the 73, undulating and turning the boom 72, the pillar member P moves in parallel while maintaining the horizontal state, one end of the pillar member P is placed on the upper surface of the slide member 5, and the other end is along the traveling guide member 3. Place it. At this time, it is desirable that the lifting machine 7 has the lifting machine main body 71 arranged in advance at a position where the wire 73 can be wound up along the traveling guide member 3.
Next, the slide jig (not shown) is removed, the wire 73 of the lifting machine 7 is fixed to the other end of the pillar member P via a hanging jig (not shown), and the wire 73 is wound up, the boom 72 is undulated, and swiveled. Then, the pillar member P is slowly and vertically erected.
Specifically, when the pillar member P starts to slide (around 60 degrees of the undulation angle of the pillar member P is a guide), the winding is temporarily stopped, and the installation status of the slide member 5 and the overall status of the pillar member P are confirmed. While slowly resuming winding. The pillar member P becomes almost vertical, and the winding is temporarily stopped immediately before the ground cutting, and after confirming that the pillar member P is vertical, the ground cutting is performed slowly. At this time, the slide member 5 naturally separates from the pillar member P. After confirming that there is no runout of the pillar member P, the kaishakunin rope is attached via the pillar member P or a jig (not shown). Slowly turn the boom 72 to the installation location and hang it in place.

本実施形態の柱部材の建て起こし装置によれば、建設ヤードに敷設されている敷板とその上に一対の幅止め材を平行に配置させた走行案内部材と、走行案内部材に沿って移動するスライド材と、からなる柱部材の建て起こし装置を用いれば、スライド材の上面に、柱部材の一端を載置し、他端に玉掛けした揚重機のワイヤを巻き上げ、必要に応じて楊重機のブームの起立旋回を行うことで、柱部材を走行案内部材上にスムースかつ安全に移動させ、建て起こすことができる。
また、工事現場一般に広く敷設される汎用の敷板(敷鉄板)の任意の空きスペースを利用して溶接等の手段を用いて走行案内部材を敷設することも、ガスによる溶融で撤去することも可能であり、場所を選ばず施工の進捗に合せて比較的容易に設置および撤去を行うことができる。
また、スライド材は摺動部材と滑り止め部材とからなり、スライド材の移動の際に摺動部材の上面に滑り止め材が一体として配置されていれば、柱部材の一端を滑り止め材の上面に載置すれば、柱部材の他端を揚重機のワイヤで揚重した際、滑り止め材の滑り止め効果によって、柱部材のスライド材からの離間を抑制しつつ、安定したスライド材の移動を確保できる。
また、敷板とそれに配置された一対の幅止め材で囲まれた走行案内部材にスライド材が配置されるので、スライド材が走行案内部材から逸脱することを防止することができる。
また、スライド材の下面に幅止め材と同じ方向、すなわちスライド材の移動方向に複数の棒材を固定することで、スライド材がより円滑に走行案内部材上を移動することを可能にする。
さらに、走行案内部材上に潤滑材を塗布することで、潤滑材がスライド材と走行案内部材との摩擦軽減に寄与するため、スライド材の走行案内部材上の移動をより円滑にすることができる。
According to the pillar member raising device of the present embodiment, the traveling guide member in which the floor plate laid in the construction yard and the pair of width stoppers are arranged in parallel on the floor plate and the traveling guide member move along the traveling guide member. If a pillar member raising device composed of a slide material is used, one end of the pillar member is placed on the upper surface of the slide material, and the wire of the lifting machine slung on the other end is wound up, and if necessary, the Yang heavy machine can be used. By performing the upright turning of the boom, the pillar member can be smoothly and safely moved on the traveling guide member and can be erected.
In addition, it is possible to lay a traveling guide member by means such as welding using an arbitrary empty space of a general-purpose floor plate (laying iron plate) that is widely laid at a construction site, or to remove it by melting with gas. Therefore, it can be installed and removed relatively easily according to the progress of construction regardless of the location.
Further, the slide material is composed of a sliding member and a non-slip member, and if the non-slip material is integrally arranged on the upper surface of the sliding member when the slide material is moved, one end of the pillar member can be a non-slip material. When placed on the upper surface, when the other end of the column member is lifted by the wire of the lifting machine, the anti-slip effect of the anti-slip material suppresses the separation of the column member from the slide material, and the stable slide material is provided. You can secure the movement.
Further, since the slide material is arranged on the traveling guide member surrounded by the floor plate and the pair of width stoppers arranged on the floor plate, it is possible to prevent the slide material from deviating from the traveling guide member.
Further, by fixing a plurality of rods to the lower surface of the slide material in the same direction as the width stopper, that is, in the moving direction of the slide material, the slide material can move on the traveling guide member more smoothly.
Further, by applying the lubricating material on the traveling guide member, the lubricating material contributes to the reduction of friction between the slide material and the traveling guide member, so that the movement of the slide material on the traveling guide member can be made smoother. ..

本実施形態による柱部材の建て起こし方法によれば、敷板と、その上に一対の幅止め材を平行に配置させた走行案内部材と、走行案内部材に沿って移動するスライド材と、からなる柱部材の建て起こし装置を用いているので、スライド材の上面に、柱部材の一端を載置し、他端に玉掛けした揚重機のワイヤを巻き上げ、必要に応じて楊重機のブームの起立旋回を行うことで、柱部材を走行案内部材上にスムースかつ安全に移動させ、建て起こすことができる。
また、柱部材の一端を載置したスライド材の移動方向である走行案内部材に沿って柱部材の他端に玉掛けした揚重機のワイヤを巻き上げれば、柱部材の一端がスライド材から離間し、かつスライド材が走行案内部材から逸脱することも抑制できる。
According to the method of raising the pillar member according to the present embodiment, it is composed of a floor plate, a traveling guide member in which a pair of width stoppers are arranged in parallel on the floor plate, and a slide member moving along the traveling guide member. Since a pillar member raising device is used, one end of the pillar member is placed on the upper surface of the slide material, the wire of the lifting machine slung on the other end is wound up, and the boom of the Yang heavy machine is raised and turned as necessary. By performing the above, the pillar member can be smoothly and safely moved on the traveling guide member and can be erected.
Further, if the wire of the lifting machine slinged on the other end of the pillar member is wound along the traveling guide member which is the moving direction of the slide material on which one end of the pillar member is placed, one end of the pillar member is separated from the slide material. Moreover, it is possible to prevent the slide material from deviating from the traveling guide member.

なお、上記実施形態に挙げた構成等に対し、その他の構成要素が組み合わされるなどした他の実施形態であってもよく、また、本発明はここで示した構成に何等限定されるものではない。例えば、本実施形態の走行案内部材3は、幅止め材31,31の前後にそれぞれ立設された一対のストッパ4,4を備えているが、ストッパ4は、幅止め材31,31の少なくとも前方にのみ立設されていても良い。ここでいう前方とは、スライド材5の移動開始側を指す。
この点に関しては、本発明の趣旨を逸脱しない範囲で変更することが可能であり、その応用形態に応じて適切に定めることができる。
It should be noted that the configuration and the like described in the above embodiment may be other embodiments in which other components are combined, and the present invention is not limited to the configuration shown here. .. For example, the traveling guide member 3 of the present embodiment includes a pair of stoppers 4 and 4 erected before and after the width stoppers 31 and 31, respectively, but the stopper 4 is at least the width stoppers 31 and 31. It may be erected only in front. The term "front" as used herein refers to the movement start side of the slide material 5.
This point can be changed without departing from the spirit of the present invention, and can be appropriately determined according to the application form thereof.

G 地盤
P 柱部材
1 柱部材の建て起こし装置
2 敷板
3 走行案内部材
31 幅止め材
4 ストッパ
5 スライド材
51 摺動部材
511 摺動部本体
512 係止部
513 取手部
52 滑り止め部材
521 欠き部
53 棒材
6 潤滑材
7 揚重機
71 揚重機本体
72 ブーム
73 ワイヤ
G Ground P Pillar member 1 Pillar member raising device 2 Floor plate 3 Traveling guide member 31 Width stopper 4 Stopper 5 Slide material 51 Sliding member 511 Sliding part main body 512 Locking part 513 Handle part 52 Non-slip member 521 Notch 53 Bar 6 Lubricant 7 Lifting machine 71 Lifting machine body 72 Boom 73 Wire

Claims (7)

建設ヤードに敷設されている敷板と該敷板上に所定の間隔を開けて平行に配置された一対の幅止め材とからなる走行案内部材と、
前記走行案内部材に沿って前記敷板上を摺動して移動するスライド材と、を具備することを特徴とする柱部材の建て起こし装置。
A traveling guide member composed of a floor plate laid in a construction yard and a pair of width stoppers arranged in parallel on the floor plate at predetermined intervals.
A pillar member erecting device comprising a slide material that slides and moves on the floor plate along the traveling guide member.
前記スライド材は摺動部材と滑り止め部材とからなり、
前記滑り止め部材は前記摺動部材の上面に配置され、
前記スライド材の移動の際には前記摺動部材と前記滑り止め部材とが一体となって移動する、ことを特徴とする請求項1に記載の柱部材の建て起こし装置。
The slide material is composed of a sliding member and a non-slip member.
The non-slip member is arranged on the upper surface of the sliding member.
The pillar member raising device according to claim 1, wherein when the slide material is moved, the sliding member and the non-slip member move together.
前記スライド材は前記一対の幅止め材の間に配置されていることを特徴とする請求項1または請求項2に記載の柱部材の建て起こし装置。 The pillar member raising device according to claim 1 or 2, wherein the slide member is arranged between the pair of width stoppers. 建設ヤードに敷設されている敷板と該敷板上に所定の間隔を開けて平行に配置された一対の幅止め材とからなる走行案内部材と、
前記走行案内部材に沿って移動するスライド材と、を具備する柱部材の建て起こし装置であって、
前記スライド材の下面には前記幅止め材と同じ方向に複数の棒材が固定され、上記棒材が前記敷板に接してスライドすることを特徴とする柱部材の建て起こし装置。
A traveling guide member composed of a floor plate laid in a construction yard and a pair of width stoppers arranged in parallel on the floor plate at predetermined intervals.
A pillar member erecting device including a slide material that moves along the traveling guide member.
Wherein the lower surface of the slide member a plurality of bars is fixed in the same direction as the width stopper member undergoes built pillar member you wherein said rod slides in contact with the decking unit.
前記走行案内部材には潤滑材が塗布されていることを特徴とする請求項1乃至請求項4に記載の柱部材の建て起こし装置。 The pillar member raising device according to claim 1 to 4, wherein a lubricating material is applied to the traveling guide member. 前記請求項1または前記請求項4に記載の柱部材の建て起こし装置を用いた柱部材の建て起こし方法であって、
前記柱部材の一端を前記スライド材の上面に載置するとともに、他端を前記走行案内部材に沿って載置し、前記他端に揚重機のワイヤを固定し、前記ワイヤ巻き上げることによって前記柱部材を建て起こすことを特徴とする、柱部材の建て起こし方法。
The method for raising a pillar member using the pillar member raising device according to claim 1 or 4.
One end of the pillar member is placed on the upper surface of the slide material, the other end is placed along the traveling guide member, the wire of the lifting machine is fixed to the other end, and the wire is wound up to wind up the pillar. A method of building up a pillar member, which comprises building up a member.
前記ワイヤは前記走行案内部材に沿って巻き上げることを特徴とする請求項6に記載の柱部材の建て起こし方法。 The method for raising a pillar member according to claim 6, wherein the wire is wound up along the traveling guide member.
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