JP7021776B2 - Reinforcing bar holder, rebar lifting device using it, and rebar joint construction method - Google Patents

Reinforcing bar holder, rebar lifting device using it, and rebar joint construction method Download PDF

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JP7021776B2
JP7021776B2 JP2018118335A JP2018118335A JP7021776B2 JP 7021776 B2 JP7021776 B2 JP 7021776B2 JP 2018118335 A JP2018118335 A JP 2018118335A JP 2018118335 A JP2018118335 A JP 2018118335A JP 7021776 B2 JP7021776 B2 JP 7021776B2
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reinforcing bar
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rebar
target reinforcing
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JP2019218790A (en
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瓶 光 雄 二
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有限会社二瓶ガス圧接工業
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この発明は、建設用の鉄筋鋼棒などの棒状重量物をクレーンによって吊り上げ輸送する技術に関連するものであり、特に、複数本の棒状重量物を効率的に縦姿勢に吊り上げ可能とするクレーン用の吊り上げ装置を製造、提供、利用する分野は勿論のこと、その輸送、保管、組み立ておよび利用に必要となる設備、器具類を提供、販売する分野から、それら資材や機械装置、部品類に必要となる素材、例えば、木材、石材、各種繊維類、プラスチック、各種金属材料等を提供する分野、それらに組み込まれる電子部品やそれらを集積した制御関連機器の分野、各種計測器の分野、当該設備、器具を動かす動力機械の分野、そのエネルギーとなる電力やエネルギー源である電気、オイルの分野といった一般的に産業機械と総称されている分野、更には、それら設備、器具類を試験、研究したり、それらの展示、販売、輸出入に係わる分野、将又、それらの使用の結果やそれを造るための設備、器具類の運転に伴って発生するゴミ屑の回収、運搬等に係わる分野、それらゴミ屑を効率的に再利用するリサイクル分野などの外、現時点で想定できない新たな分野までと、関連しない技術分野はない程である。 The present invention relates to a technique for lifting and transporting heavy rod-shaped objects such as reinforced steel rods for construction by a crane, and in particular, for a crane capable of efficiently lifting a plurality of heavy rod-shaped objects in a vertical posture. Necessary for materials, machinery, and parts from the field of manufacturing, providing, and using the lifting equipment, as well as the field of providing and selling the equipment and equipment necessary for its transportation, storage, assembly, and use. Fields that provide materials such as wood, stone, various fibers, plastics, various metal materials, etc., electronic parts incorporated in them, control-related equipment that integrates them, various measuring instruments, and the relevant equipment. , The field of power machinery that moves equipment, the field that is generally called industrial machinery such as the field of electric power and energy source that is the energy, and the field of those equipment and equipment are tested and researched. , Fields related to their exhibition, sales, import / export, generals, fields related to the collection and transportation of garbage generated by the operation of equipment, equipment for making them and the results of their use, etc. In addition to the recycling field, which efficiently reuses these wastes, there are no technical fields that are not related to new fields that cannot be envisioned at this time.

(着目点)
鉄筋コンクリート造の高層建築は、一般に、基礎工事および土間工事に続く躯体工事において、型枠工程およびコンクリート打設工程に先立ち行われる配筋工程に際し、基礎がわから立ち上げられた下鉄筋の上端に対し、上鉄筋の下端を結合する如く、鉄筋継手を施工する作業が行われるものであり、例えば、クレーンオペレーターが、クレーンに吊下した1本の上鉄筋を、目標とする1本の下鉄筋の上端に近づけるよう移動し、玉掛け・鉄筋継手作業員が、上鉄筋の下端を、下鉄筋の上端に一致させるよう誘導し、下鉄筋の上端に、上鉄筋の下端を接合し、重ね継手、機械式継手、熔接継手などの何れかによって下鉄筋の上端に、上鉄筋の下端を結合一体化するか、または、図12に示すように、ガス圧接継手などの鉄筋継手の施工準備のために、下鉄筋UBの上端と、上鉄筋SBの下端との間に圧接器PMなどの仮接続器具類を装着して仮固定するかの何れか一方の作業を行った後、上鉄筋SBからクレーンを離脱し、圧接器PMなどの仮接続器具類を装着した場合には、ガス圧接継手などの鉄筋継手の施工を行い、下鉄筋UBの上端に、上鉄筋SBの下端を結合一体化し、次の下鉄筋UBの上端にも、同様に、上鉄筋SBの下端を接合し、、鉄筋継手を施工して結合一体化するか、鉄筋継手の施工準備の為に仮固定するかの何れか一方の作業を行い、上鉄筋SBからクレーンを離脱し、圧接器PMなどの仮接続器具類を装着した場合には、ガス圧接継手などの鉄筋継手の施工を行うという作業を繰り返し、必要となる全ての下鉄筋UBの上端に、上鉄筋SBの下端を結合一体化、または、下鉄筋UBの上端に、上鉄筋SBの下端を仮固定および結合一体化の作業を行うこととなり、このようにクレーンによって上鉄筋SBを一本ずつ搬送し、鉄筋継手を施工して行くという方法は、作業工数が多く、建築コストを引き上げる要因となっていた。
(Point of interest)
Reinforcing bar concrete high-rise buildings are generally used for the upper end of the lower reinforcing bar whose foundation is erected in the reinforcement arrangement process that precedes the form frame process and concrete placing process in the skeleton work following the foundation work and soil floor work. , The work of constructing the reinforcing bar joint is performed so as to connect the lower ends of the upper reinforcing bars. For example, the crane operator sets one upper reinforcing bar suspended from the crane as a target of one lower reinforcing bar. Move closer to the upper end, and the slinging / reinforcing bar joint worker guides the lower end of the upper reinforcing bar to match the upper end of the lower reinforcing bar, joins the lower end of the upper reinforcing bar to the upper end of the lower reinforcing bar, and joins the lap joint and machine. Either the lower end of the upper reinforcing bar is coupled to the upper end of the lower reinforcing bar by either a formula joint or a welded joint, or as shown in FIG. 12, for preparation for construction of a reinforcing bar joint such as a gas pressure welding joint. After performing either work of temporarily fixing by attaching temporary connection equipment such as a pressure welding device PM between the upper end of the lower reinforcing bar UB and the lower end of the upper reinforcing bar SB, the crane is removed from the upper reinforcing bar SB. When the temporary connecting equipment such as the pressure welding device PM is attached after disconnection, the reinforcing bar joint such as the gas pressure welding joint is constructed, and the lower end of the upper reinforcing bar SB is joined and integrated with the upper end of the lower reinforcing bar UB. Similarly, the lower end of the upper reinforcing bar SB is joined to the upper end of the lower reinforcing bar UB, and either the reinforcing bar joint is constructed and joined and integrated, or the reinforcing bar joint is temporarily fixed in preparation for construction. When the work is performed, the crane is separated from the upper reinforcing bar SB, and temporary connection equipment such as the pressure welding device PM is attached, the work of constructing the reinforcing bar joint such as the gas pressure welding joint is repeated, and all the necessary work is performed. The lower end of the upper reinforcing bar SB is connected and integrated with the upper end of the lower reinforcing bar UB, or the lower end of the upper reinforcing bar SB is temporarily fixed and integrated with the upper end of the lower reinforcing bar UB. The method of transporting the upper reinforcing bars SB one by one and constructing the reinforcing bar joints requires a lot of work manpower and has been a factor of raising the construction cost.

(従来の技術)
こうした状況を反映し、その打開策となるような提案もこれまでに散見されない訳ではない。
例えば、下記の特許文献1(1)に提案されているものに代表されるように、頂部につり部を有する円筒状キャップの側面に貫通孔を穿設し、円筒状キャップに基端を枢着した係止レバーの係合端を貫通孔に出没自在に挿通し、円筒状キャップの外周縁に摺動自在に嵌合した抑え環が係止レバーのカム部を押圧するようにしたことにより、円筒キャップの中空孔に鉄筋の端部を挿入し押し込みながら抑え環から手を離すというワンタッチ操作で鉄筋を係止、吊り上げ可能とし、鉄筋のクレーンへの脱着作業性と作業安全性とを向上した鉄筋吊り具や、同特許文献1(2)に見られるような、複数本の鉄筋衲衣端を、組み立て予定の距離を隔てて把持して前記鉄筋群の下端を函体に収容し、前記筐体と共に鉄筋群を組み立て現場に吊り込み、鉄筋群の底部を解放し、上部を把持したまま鉄筋を組み立て、鉄筋の組み立て完了後に鉄筋上部の把持を解放する鉄筋の吊込方法、および、クレーンに垂下される吊りビームと、吊りビームに一定間隔で設けられた複数組みの鉄筋把持手段と、クレーンまたは吊りビームに吊り下げられ、複数本の鉄筋の下部を一括支持する底受け具で構成され、組み立て予定の間隔で複数本の鉄筋を一度に吊り込め、鉄筋を吊り下げたまま鉄筋の結束作業を行うことができ、鉄筋の上下を拘束するから、吊り込み時の鉄筋の不用意な落下や横振れを防止可能とした鉄筋の吊込装置。
(Conventional technology)
Proposals that reflect this situation and provide a solution to it are not unheard of.
For example, as typified by the one proposed in Patent Document 1 (1) below, a through hole is formed in the side surface of a cylindrical cap having a suspended portion at the top, and the base end is pivoted to the cylindrical cap. By inserting the engaged end of the attached locking lever into the through hole freely, the holding ring slidably fitted to the outer peripheral edge of the cylindrical cap presses the cam part of the locking lever. , The rebar can be locked and lifted with a one-touch operation by inserting the end of the rebar into the hollow hole of the cylindrical cap and pushing it in while releasing the hand from the holding ring, improving the workability and work safety of attaching and detaching the rebar to the crane. The rebar hanger and a plurality of rebar garment ends as seen in Patent Document 1 (2) are grasped at a distance to be assembled, and the lower end of the rebar group is housed in a box. Reinforcing bar hanging method and crane that hang the reinforcing bar group together with the housing at the assembly site, release the bottom of the reinforcing bar group, assemble the reinforcing bar while gripping the upper part, and release the grip on the upper part of the reinforcing bar after the assembly of the reinforcing bar is completed. It consists of a suspended beam that hangs down from the hanging beam, a set of reinforcing bar gripping means provided at regular intervals on the suspended beam, and a bottom support that is suspended by a crane or a suspended beam and collectively supports the lower parts of the multiple reinforcing bars. , Multiple reinforcing bars can be hung at the same time at the scheduled assembly interval, and the reinforcing bars can be bound while the reinforcing bars are suspended. Reinforcing bar hanging device that can prevent lateral vibration.

また、特許文献1(3)のように、クレーンによって接続箇所において一点吊りされ得る治具本体を有し、この治具本体に複数のチェーンを水平方向に並列に配設し、各チェーンの先端には、U字型に湾曲成形され、上下方向に伸延した形のU字型鋼板、および、ピン部材から構成された吊り金具が夫々接続されており、各吊り金具には上端にカップラが螺嵌された主鉄筋が夫々係合支持、即ち接続されるものとされているから、複数本の上下方向に伸延した鉄筋を、互いに平行な形で既設の鉄筋(下鉄筋)の上端部に夫々接続することにより、一度に複数の鉄筋を揚重することが可能となり、接続位置での位置合わせや接合作業を順次行うことができ、これら位置合わせや接合作業を行う作業員を極力小人数に留めることができる上、クレーンの使用時間を短縮し、作業の効率を向上させることができる吊下げ治具および、該吊下げ治具を用いた鉄筋の建込み方法および、該吊下げ治具に用いる鉄筋揺動防止治具などが散見される。 Further, as in Patent Document 1 (3), a jig body that can be suspended at one point by a crane is provided, and a plurality of chains are arranged in parallel in the horizontal direction on the jig body, and the tip of each chain is used. A U-shaped steel plate that is curved and formed in a U-shape and extended in the vertical direction, and a hanging metal fitting composed of pin members are connected to each of the hanging metal fittings, and a coupler is screwed at the upper end of each hanging metal fitting. Since the fitted main reinforcing bars are to be engaged and supported, that is, to be connected to each other, a plurality of vertically extended reinforcing bars are placed parallel to each other at the upper ends of the existing reinforcing bars (lower reinforcing bars). By connecting, it is possible to lift multiple reinforcing bars at once, and it is possible to sequentially perform alignment and joining work at the connection position, and the number of workers who perform these alignment and joining work is as small as possible. A hanging jig that can be fastened, shorten the usage time of the crane, and improve work efficiency, a method of building a reinforcing bar using the hanging jig, and the hanging jig. Reinforcing bar rocking prevention jigs to be used are scattered.

しかし、前者特許文献1(1)に示されているような鉄筋吊り具などは、鉄筋を安全に吊り上げることができると共に、鉄筋の脱着作業性を高めたものとなっているものの、上鉄筋の上端に円筒キャップを繋着してクレーンに吊り上げるものとなっており、その一方で鉄筋継手を施工するのは、下鉄筋の上端と上鉄筋の下端との間であるから、鉄筋継手の施工準備、また鉄筋継手の施工を行う上鉄筋の下端と、円筒キャップから離脱する上鉄筋の上端との間には、凡そ上鉄筋の一本分の長さの上下間距離の隔たりがあり、下位の鉄筋継手の施工準備、または鉄筋継手の施工の作業と、上位の上鉄筋の上端から円筒キャップを離脱する作業とを、一本の上鉄筋毎に行うには、鉄筋継手を施工する作業員と、上鉄筋の上端から円筒キャップを離脱する作業員とを夫々の位置に配置するか、または、上鉄筋の下端がわで鉄筋継手を施工する作業員が、上鉄筋の上端がわまで移動して円筒キャップを離脱する作業を行うか、何れかしなければならず、何れにしても多大な労力と工数とを要するものになってしまうという致命的な欠点を残すものである。 However, although the reinforcing bar hanger and the like as shown in the former Patent Document 1 (1) can safely lift the reinforcing bar and improve the workability of attaching and detaching the reinforcing bar, the upper reinforcing bar A cylindrical cap is attached to the upper end and lifted to the crane. On the other hand, the reinforcing bar joint is installed between the upper end of the lower reinforcing bar and the lower end of the upper reinforcing bar. In addition, there is a gap between the upper and lower ends of the upper reinforcing bar, which is about the length of one upper reinforcing bar, between the lower end of the upper reinforcing bar where the reinforcing bar joint is constructed and the upper end of the upper reinforcing bar that separates from the cylindrical cap. To prepare for the construction of the reinforcing bar joint, or to perform the work of constructing the reinforcing bar joint and the work of removing the cylindrical cap from the upper end of the upper upper reinforcing bar for each upper reinforcing bar, with the worker who constructs the reinforcing bar joint. , A worker who removes the cylindrical cap from the upper end of the upper reinforcing bar is placed in each position, or a worker who constructs a reinforcing bar joint with the lower end of the upper reinforcing bar moves to the upper end of the upper reinforcing bar. In any case, the work of removing the cylindrical cap must be performed, which leaves a fatal drawback that a great deal of labor and manpower is required.

また、特許文献1(2)の鉄筋の吊込方法、および吊込装置なども、一度に複数本の鉄筋をまとめてクレーンに吊り上げることが可能であり、しかも吊り上げ移動を安全に行うことができるという効果が得られるものとなってはいても、吊りビームに吊下された吊り具が、鉄筋の上部を把持および解放可能な構造を有し、例えば、鉄筋の直径より大径の短筒と、短筒の周面に螺着した止めボルトと、短筒の外周壁から遠心方向に突設されたワイヤー吊り下げ用のブラケットからなるものとされているから、前者特許文献1(1)の円筒キャップと同様に、鉄筋継手の施工準備、または鉄筋継手の施工を行う上鉄筋の下端から、円筒キャップから離脱する上鉄筋の上端までの間には、凡そ上鉄筋の一本分の長さの上下間距離の隔たりがあり、鉄筋継手の施工準備、または鉄筋継手の施工の作業と、上鉄筋から吊り具を離脱する作業とを、同時または交互に行う何れの場合にも多大な労力と工数とを伴うものであった。
Further, the method of suspending the reinforcing bars of Patent Document 1 (2), the suspending device, and the like can also suspend a plurality of reinforcing bars at once on a crane, and can safely perform the lifting movement. Even though the effect is obtained, the hanger suspended by the hanging beam has a structure that can grip and release the upper part of the reinforcing bar, for example, a short tube having a diameter larger than the diameter of the reinforcing bar. Since it is composed of a retaining bolt screwed to the peripheral surface of the short cylinder and a bracket for suspending a wire projecting from the outer peripheral wall of the short cylinder in the centrifugal direction, the former Patent Document 1 (1) Similar to the cylindrical cap, the length from the lower end of the upper reinforcing bar that prepares for the construction of the reinforcing bar joint or the construction of the reinforcing bar joint to the upper end of the upper reinforcing bar that separates from the cylindrical cap is about the length of one upper reinforcing bar. There is a gap between the upper and lower parts of the rebar, and it takes a lot of labor to prepare for the construction of the reinforcing bar joint, or to perform the work of constructing the reinforcing bar joint and the work of removing the hanger from the upper reinforcing bar at the same time or alternately. It was accompanied by manpower.

そして、後者、特許文献1(3)に代表する吊下げ治具および、該吊下げ治具を用いた鉄筋の建込み方法および、該吊下げ治具に用いる鉄筋揺動防止治具なども同様に、治具本体に水平方向に並列に配設された複数のチェーンの先端に設けられた、U字型鋼板、およびピン部材から構成された吊り金具に対し、上鉄筋の上端を着脱自在に繋着するものとなっているから、前者特許文献1(1)の円筒キャップ、および特許文献1(2)のにおける吊り具などと同様に、鉄筋継手の施工準備、または鉄筋継手の施工を行う上鉄筋の下端から、吊り金具から離脱する上鉄筋の上端までの間には、凡そ上鉄筋の一本分の長さの上下間距離の隔たりが残され、鉄筋継手の施工準備、または鉄筋継手の施工の作業と、上鉄筋から吊り具を離脱する作業とを、同時または交互に行う場合の何れも作業負担を軽減できるものになっていないという欠点を残すものであった。
(1)特開昭59-172377号公報 (2)特開平4-44568号公報 (3)特開平8-218638号公報
The latter, the hanging jig represented by Patent Document 1 (3), the method of building the reinforcing bar using the hanging jig, the reinforcing bar swing prevention jig used for the hanging jig, and the like are also the same. In addition, the upper end of the upper reinforcing bar can be freely attached to and detached from the hanging metal fittings composed of the U-shaped steel plate and the pin members provided at the tips of a plurality of chains arranged in parallel in the horizontal direction on the jig body. Since it is connected, prepare for the construction of the reinforcing bar joint or construct the reinforcing bar joint in the same manner as the cylindrical cap of the former patent document 1 (1) and the hanging tool in the patent document 1 (2). Between the lower end of the upper reinforcing bar and the upper end of the upper reinforcing bar that separates from the hanging bracket, there is a gap between the upper and lower parts that is about the length of one upper reinforcing bar. There is a drawback that the work load cannot be reduced in either the case where the work of the above construction work and the work of removing the hanging tool from the upper reinforcing bar are performed simultaneously or alternately.
(1) Japanese Patent Application Laid-Open No. 59-172377 (2) Japanese Patent Application Laid-Open No. 4-444568 (3) Japanese Patent Application Laid-Open No. 8-218638

(問題意識)
上述したとおり、従前までに提案のある各種鉄筋吊上げ装置類は、何れも一本または複数本の鉄筋の上端に繋着し、吊り上げる吊り具類を有しているから、上鉄筋の上端に繋着して上鉄筋を吊り上げる吊り具類と、鉄筋継手が施工される上鉄筋の下端付近との間に大きな高低差があり、鉄筋継手の施工準備、または鉄筋継手の施工の作業と、上鉄筋から吊り具を離脱する作業とを円滑に行うには、上鉄筋から吊り具を離脱する作業員が高所に待機し、一本の上鉄筋が下鉄筋に結合または仮固定される毎に、下端が下鉄筋に対して確実に固定され、クレーンから離脱しても安全な上鉄筋であることを確りと目視確認した上、該当する上鉄筋から吊り具を離脱するという慎重を要する作業を上鉄筋の一本毎に繰り返し行わなければならず、作業の安全性を高所作業員の用心深い作業に頼らざるを得ないというのが現状となっており、下鉄筋の上端と上鉄筋の下端との鉄筋継手の施工準備、または鉄筋継手の施工の作業を行う鉄筋継手作業員が、上鉄筋の下端付近に留まったまま、移動すること無く上鉄筋をクレーンから離脱する作業をも行うことができる鉄筋吊上げ技術を実現化可能とするための構成につき、更なる改善の必要性を痛感するに至ったものである。
(Problem awareness)
As described above, all of the various reinforcing bar lifting devices proposed so far are connected to the upper end of one or more reinforcing bars and have lifting tools for lifting, so that they are connected to the upper end of the upper reinforcing bar. There is a large height difference between the hanging tools that are worn to lift the upper reinforcing bar and the vicinity of the lower end of the upper reinforcing bar where the reinforcing bar joint is installed. In order to smoothly remove the hanging tool from the upper reinforcing bar, a worker who removes the hanging tool from the upper reinforcing bar waits at a high place, and every time one upper reinforcing bar is connected or temporarily fixed to the lower reinforcing bar, After visually confirming that the lower end is securely fixed to the lower rebar and that it is a safe upper rebar even if it is separated from the crane, it is necessary to carefully remove the hanger from the corresponding upper rebar. The current situation is that the work must be repeated for each reinforcing bar, and the safety of the work must be relied on by the careful work of high-altitude workers. Reinforcing bar joint workers who prepare for the construction of the reinforcing bar joints or work on the reinforcing bar joints can also perform the work of removing the upper reinforcing bars from the crane without moving while staying near the lower end of the upper reinforcing bars. I have come to realize the need for further improvement in the configuration to make the reinforcing bar lifting technology feasible.

(発明の目的)
そこで、この発明は、クレーンに対して複数本の鉄筋を水平方向に間隔を隔てて縦姿勢に吊り下げるのを可能とする上、鉄筋継手作業員が、鉄筋継手の作業位置に留まりながら、クレーンから鉄筋を離脱することができる新たな鉄筋吊上げ技術の開発はできないものかとの判断から、逸速くその開発、研究に着手し、長期に渡る試行錯誤と幾多の試作、実験とを繰り返してきた結果、今回、遂に新規な構造の鉄筋ホルダー、それを利用した新規な構造の鉄筋吊上げ装置、および新規な鉄筋継手の施工方法を実現化することに成功したものであり、以下では、図面に示すこの発明を代表する実施例と共に、その構成を詳述することとする。
(Purpose of the invention)
Therefore, the present invention makes it possible to suspend a plurality of reinforcing bars in a vertical posture at intervals in the horizontal direction with respect to the crane, and the reinforcing bar joint worker stays at the working position of the reinforcing bar joint while staying at the working position of the reinforcing bar. Judging that it is possible to develop a new reinforcing bar lifting technology that can separate the reinforcing bar from the reinforcing bar, we quickly started the development and research, and the result of repeating long-term trial and error and many trials and experiments. This time, we have finally succeeded in realizing a new structure rebar holder, a new structure rebar lifting device using it, and a new rebar joint construction method. The configuration thereof will be described in detail together with examples representing the invention.

(発明の構成)
図面に示すこの発明を代表する実施例からも明確に理解されるように、この発明の鉄筋ホルダーは、基本的に次のような構成から成り立っている。
即ち、索条の上端にクレーンがわに繋着される繋着部を有する吊り索条が設けられ、該吊り索条の下端に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合可能なホールドバイスが設けられ、該吊り索条のホールドバイスが設けられた下端から、該ホールドバイスに仮結合された場合の対象鉄筋の上端寄りに対峙する該吊り索条の中途部に、同対象鉄筋の上端寄りに遊嵌する少なくとも一個の保持環が設けられた上、対象鉄筋に対し同対象鉄筋の下端がわから遊嵌可能とされた開口を有する筒型であって、該開口から鉄筋継手施工長よりも僅かに短いゲージ長となる位置に装着深さ規制底を設けられた位置決め筒が、該吊り索条とは別体のものとして組み合わされたものとしてなる構成を要旨とする鉄筋ホルダーである。
(Construction of the invention)
As is clearly understood from the examples representing the present invention shown in the drawings, the reinforcing bar holder of the present invention basically has the following configuration.
That is, a hanging rope having a connecting portion to which the crane is connected to the rope is provided at the upper end of the rope, and at the lower end of the hanging rope, from the lower end of the target reinforcing bar to the vicinity directly above the reinforcing bar joint construction length range. A hold vise that can be temporarily attached and detached is provided around the outside of the middle position of the target reinforcing bar, and the target reinforcing bar that is temporarily connected to the hold vise from the lower end where the hold vise of the hanging cord is provided. At least one holding ring that is loosely fitted near the upper end of the target reinforcing bar is provided in the middle of the suspension line facing the upper end , and the lower end of the target reinforcing bar can be loosely fitted to the target reinforcing bar. A positioning cylinder that is a tubular type with an open opening and has a mounting depth regulation bottom at a position where the gauge length is slightly shorter than the reinforcing bar joint construction length from the opening is separate from the suspension cord. It is a reinforcing bar holder whose gist is a structure that is combined as a thing.

この基本的な構成からなる鉄筋ホルダーは、その表現を変えて示すならば、索条の上端にクレーンがわに繋着される繋着部を有する吊り索条が設けられ、該吊り索条の下端に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合可能なホールドバイスが設けられ、該吊り索条のホールドバイスが設けられた下端から、該ホールドバイスに仮結合された場合の対象鉄筋の上端寄りに対峙する該吊り索条の中途部に、同対象鉄筋の上端寄りに遊嵌する少なくとも一個の保持環が設けられた上、対象鉄筋に対し同対象鉄筋の下端がわから遊嵌可能とされた開口を有する筒型であって、該開口から鉄筋継手施工長よりも僅かに短いゲージ長となる位置に装着深さ規制底を設けられた位置決め筒が、該吊り索条とは別体のものとして組み合わされ、対象鉄筋への装着に際し、該対象鉄筋の下端がわから、該位置決め筒が、その装着深さ規制底に当接する深さまで外装され、当該保持環が、対象鉄筋の上端寄りの外周囲に遊嵌されると共に、当該ホールドバイスが、該位置決め筒の装着深さ規制底からゲージ長となる位置の開口に臨み、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合された上、該吊り索条の上端から、対象鉄筋の縦姿勢を維持するようクレーンに吊り上げ可能とされてなるものとした構成からなる鉄筋ホルダーとなる。 The reinforcing bar holder having this basic structure is provided with a hanging rope having a connecting portion at the upper end of the rope to which the crane is connected to the rebar, if the expression is changed. At the lower end, a hold vise that can be detachably and temporarily connected is provided around the outside of the middle position of the target reinforcing bar, which is near directly above the reinforcing bar joint construction length range from the lower end of the target reinforcing bar, and the hold vise of the hanging cable is provided. At least one holding ring that loosely fits toward the upper end of the target reinforcing bar is provided in the middle of the suspension line facing the upper end of the target reinforcing bar when temporarily connected to the hold vise from the lower end. In addition, it is a tubular type with an opening that allows the lower end of the target reinforcing bar to be loosely fitted to the target reinforcing bar, and the mounting depth is at a position where the gauge length is slightly shorter than the reinforcing bar joint construction length from the opening. A positioning cylinder provided with a regulating bottom is combined as a separate body from the hanging cord, and when mounting on the target reinforcing bar, the lower end of the target reinforcing bar is known, and the positioning cylinder is the mounting depth regulated bottom. The holding ring is loosely fitted around the outer periphery near the upper end of the target reinforcing bar, and the hold vise is opened at a position where the gauge length is from the mounting depth regulation bottom of the positioning cylinder. From the lower end of the target reinforcing bar, it is temporarily connected to the outer periphery of the middle position of the target reinforcing bar, which is near the area directly above the reinforcing bar joint construction length range, and from the upper end of the suspension bar, the vertical posture of the target reinforcing bar. It will be a reinforcing bar holder with a structure that can be lifted by a crane so as to maintain.

(関連する発明1)
上記した鉄筋ホルダーに関連し、この発明には、それを利用した鉄筋吊上げ装置も包含している。
即ち、水平方向の間隔を隔てた複数の吊下部が設けられた天秤枠を有し、クレーンに吊り下げ可能とされた天秤が設けられ、該天秤の天秤枠の互いに間隔を隔てた少なくとも二箇所の吊下部の夫々に、互いに略均衡する配置となるよう少なくとも二個の鉄筋ホルダーが吊下されたものとしてなる、この発明の基本をなす前記何れかに記載の鉄筋ホルダーを利用した鉄筋吊上げ装置である。
(Related Invention 1)
In connection with the above-mentioned reinforcing bar holder, the present invention also includes a reinforcing bar lifting device using the same.
That is, it has a balance frame provided with a plurality of suspension portions separated by horizontal intervals, and a balance that can be suspended from a crane is provided, and the balance frames of the balance are provided at least two places separated from each other. Reinforcing bar lifting device using any of the above-mentioned reinforcing bar holders, which is the basis of the present invention, in which at least two reinforcing bar holders are suspended from each of the hanging lower portions so as to be arranged in a substantially balanced manner with each other. Is.

(関連する発明2)
上記した鉄筋ホルダー、およびそれを利用した鉄筋吊上げ装置に関連し、この発明には、それらを利用する鉄筋継手の施工方法も包含している。
即ち、複数本の対象鉄筋を水平姿勢に配置し、各対象鉄筋の夫々の下端がわに対し、位置決め筒をその開口から、各対象鉄筋の下端が夫々の装着深さ規制底に当接する深さまで外装し、クレーンに吊下された鉄筋吊上げ装置を、水平姿勢に配置された対象鉄筋まで誘導し、一本の対象鉄筋に一本の鉄筋ホルダーを組み込むよう、対象鉄筋の上端寄りの外周囲に保持環を遊嵌状に外装すると共に、対象鉄筋の下端から、位置決め筒の開口に臨む鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合し、複数本の対象鉄筋の夫々に鉄筋ホルダーを組み込んだ後、クレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げ、位置決め筒が自重によって脱抜し、地上に残されたものとした上、複数本の対象鉄筋の外周囲を一括りに結束し、クレーンによって鉄筋吊上げ装置および複数本の対象鉄筋を、接続対象の複数本の下鉄筋上まで誘導し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を突き合わせ、鉄筋継手の施工、または、鉄筋継手の施工準備の何れか一方を行い、下鉄筋の上端と対象鉄筋の下端とが固定された後、ホールドバイスの仮結合を解き、クレーンによって鉄筋吊上げ装置を引き上げ、離脱するようにする、この発明の基本をなす鉄筋ホルダーを利用した鉄筋吊上げ装置を利用する鉄筋継手の施工方法である。
(Related Invention 2)
The present invention relates to the above-mentioned reinforcing bar holder and the reinforcing bar lifting device using the above-mentioned reinforcing bar holder, and the present invention also includes a method of constructing a reinforcing bar joint using them.
That is, a plurality of target reinforcing bars are arranged in a horizontal posture, and the lower end of each target reinforcing bar is in contact with the opening of the positioning cylinder and the lower end of each target reinforcing bar is in contact with the mounting depth regulation bottom. The outer circumference near the upper end of the target rebar so that the rebar lifting device suspended by the crane is guided to the target rebar placed in the horizontal position and one rebar holder is incorporated into one target rebar. While the holding ring is loosely fitted to the outer circumference, hold vise is temporarily connected to the outer periphery of the middle position of the target reinforcing bar, which is near the upper part of the reinforcing bar joint construction length range facing the opening of the positioning cylinder from the lower end of the target reinforcing bar. After incorporating the reinforcing bar holders in each of the target reinforcing bars of the book, the reinforcing bar lifting device and the multiple target reinforcing bars incorporated in it are lifted until they are in a hanging position, and the positioning cylinder is pulled out by its own weight and placed on the ground. In addition to being left behind, the outer circumference of multiple target reinforcing bars is bundled together, and the reinforcing bar lifting device and multiple target reinforcing bars are guided to the multiple lower reinforcing bars to be connected by a crane. To untie the target reinforcing bars of the book and make one target reinforcing bar correspond to one lower reinforcing bar, the lower end of the target reinforcing bar is abutted against the upper end of the lower reinforcing bar to construct the reinforcing bar joint or prepare for the construction of the reinforcing bar joint. One of them is performed, and after the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar are fixed, the temporary connection of the hold vise is released, and the reinforcing bar lifting device is pulled up and detached by the crane, which is the basis of the present invention. This is a method of constructing a reinforcing bar joint using a reinforcing bar lifting device using a reinforcing bar holder.

この発明の鉄筋継手の施工方法を、より具体的に示すと、複数本の対象鉄筋を水平姿勢に配置し、各対象鉄筋の夫々の下端がわに対し、位置決め筒をその開口から、各対象鉄筋の下端が夫々の装着深さ規制底に当接する深さまで外装し、クレーンに吊下された鉄筋吊上げ装置を、水平姿勢に配置された対象鉄筋まで誘導し、一本の対象鉄筋に一本の鉄筋ホルダーを組み込むよう、対象鉄筋の上端寄りの外周囲に保持環を遊嵌状に外装すると共に、対象鉄筋の下端から、位置決め筒の開口に臨む鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合し、複数本の対象鉄筋の夫々に鉄筋ホルダーを組み込んだ後、クレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げ、位置決め筒が自重によって脱抜し、地上に残されたものとした上、複数本の対象鉄筋の外周囲を一括りに結束し、複数本の対象鉄筋の下端をカバーバケットで覆い、カバーバケットの吊着部を吊り索条の下端寄りに繋着し、クレーンによって接続対象の複数本の下鉄筋付近まで搬送し、鉄筋吊上げ装置および複数本の対象鉄筋を、カバーバケットの介錯ロープを用いて接続対象の複数本の下鉄筋上まで誘導し、吊着部を吊り索条の下端寄りから離脱させカバーバケットを取り外し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を同心上に突き合わせ、下鉄筋の上端付近と対象鉄筋の下端付近との間に圧接器を組み込んで鉄筋継手の施工準備を行い、下鉄筋の上端と対象鉄筋の下端とが固定された後、ホールドバイスの仮結合を解き、クレーンによって鉄筋吊上げ装置を引き上げ、離脱させ、下鉄筋の上端と対象鉄筋の下端との間にバーナーによる外周囲からの加熱、および、圧接器による軸方向の突き合わせ圧力を加えてガス圧接するようにした、この発明の基本をなす鉄筋ホルダーを利用した鉄筋吊上げ装置を利用する鉄筋継手の施工方法となる。 More specifically, the method of constructing the reinforcing bar joint of the present invention shows that a plurality of target reinforcing bars are arranged in a horizontal posture, and a positioning cylinder is placed from the opening of each target reinforcing bar with respect to the lower end of each target reinforcing bar. Exterior to the depth where the lower end of each reinforcing bar contacts the mounting depth regulation bottom, guide the reinforcing bar lifting device suspended by the crane to the target reinforcing bar placed in the horizontal posture, and one for each target reinforcing bar. In order to incorporate the reinforcing bar holder of, the holding ring is loosely fitted around the outer circumference near the upper end of the target reinforcing bar, and the target is located directly above the reinforcing bar joint construction length range facing the opening of the positioning cylinder from the lower end of the target reinforcing bar. Temporarily connect the hold vise around the outside of the middle position of the reinforcing bar, install the reinforcing bar holder in each of the multiple target reinforcing bars, and then use the crane to lift the reinforcing bar and the multiple target reinforcing bars incorporated in the hanging posture. The positioning cylinder was pulled out by its own weight and left on the ground, and the outer circumferences of multiple target reinforcing bars were bundled together, and the lower ends of multiple target reinforcing bars were covered with a cover bucket. , Connect the hanging part of the cover bucket near the lower end of the hanging rope, transport it to the vicinity of multiple lower reinforcing bars to be connected by a crane, and connect the reinforcing bar lifting device and multiple target reinforcing bars to the interlaced rope of the cover bucket. Guide to the top of multiple lower rebars to be connected using, remove the hanging part from the lower end of the hanging cord, remove the cover bucket, untie the multiple target rebars, and under one. In order to make one target reinforcing bar correspond to the reinforcing bar, the lower end of the target reinforcing bar is concentrically abutted against the upper end of the lower reinforcing bar, and a pressure welding device is installed between the vicinity of the upper end of the lower reinforcing bar and the vicinity of the lower end of the target reinforcing bar to form a reinforcing bar joint. After preparing for construction and fixing the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar, the temporary connection of the hold vise is released, the reinforcing bar lifting device is pulled up and detached by the crane, and the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar are used. Reinforcing bar joint using a rebar lifting device using a rebar holder, which is the basis of the present invention, in which heating from the outside by a burner and axial butt pressure by a pressure welding device are applied during gas pressure welding. It becomes the construction method of.

以上のとおり、この発明の鉄筋ホルダーによれば、従前までのものとは違い、上記したとおりの固有の特徴ある構成から、対象鉄筋の下端寄りであって鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲にホールドバイスが着脱自在に仮結合可能とされた上、対象鉄筋の上端寄りに保持環が遊嵌するものとなっているから、クレーンに対して対象鉄筋を縦姿勢に確実に吊下し、縦姿勢のまま安全にクレーン運搬することができるものとなり、さらに、ホールドバイスが、対象鉄筋の下端から鉄筋継手施工長範囲を回避した対象鉄筋の中途位置に仮結合されるものとなるから、鉄筋継手の施工に際し、ホールドバイスが、作業の邪魔になることがなく、しかも鉄筋継手の施工作業員が、対象鉄筋の下端寄りの作業位置に留まったまま、ホールドバイスを離脱操作することができるから、鉄筋継手の施工作業の作業効率を格段に改善し、工数を大幅削減し、作業安全性を高め、作業に要する作業員数を削減することができるという秀でた特徴を発揮するものとなる。 As described above, according to the reinforcing bar holder of the present invention, unlike the conventional ones, due to the unique characteristic configuration as described above, the reinforcing bar holder is located near the lower end of the target reinforcing bar and directly above the reinforcing bar joint construction length range. Since the hold vise can be detachably and temporarily connected around the outside of the middle position of the target reinforcing bar, and the holding ring is loosely fitted near the upper end of the target reinforcing bar, the target reinforcing bar is vertically attached to the crane. It can be hung reliably in the posture and can be safely transported by crane in the vertical posture. Furthermore, the hold vise is temporarily connected from the lower end of the target reinforcing bar to the middle position of the target reinforcing bar avoiding the range of the reinforcing bar joint construction length. Therefore, when constructing the reinforcing bar joint, the hold vise does not interfere with the work, and the holding vise remains at the work position near the lower end of the target reinforcing bar by the reinforcing bar joint construction worker. Because it can be removed, the work efficiency of the rebar joint construction work can be significantly improved, the number of steps can be significantly reduced, the work safety can be improved, and the number of workers required for the work can be reduced. It will show its characteristics.

加えて、保持環が、対象鉄筋に遊嵌する内径、および、20cmないし100cmの長さの筒体からなり、該筒体の外周壁に、吊り索条の中途部に繋着可能、且つ、吊り索条の下端のホールドバイスから保持環までの距離を調節可能な保持位置調節機構が設けられてなる鉄筋ホルダーによると、保持位置調節機構が無い場合には、一定の長さの対象鉄筋専用にホールドバイスから保持環までの距離が設定された鉄筋ホルダーとなり、対象鉄筋の長さの違いに応じて、例えば3m用や4m用などの鉄筋ホルダーを交換しなければならないが、保持位置調節機構が設けられた鉄筋ホルダーは、対象鉄筋の長さに拘わらず、ホールドバイスから保持環までの距離を対象鉄筋の長さに応じて調整し、保持環の上端から上向きに突出する対象鉄筋の上端の露出長を一定にすることが可能となるから、対象鉄筋の長さに応じて鉄筋ホルダーを交換する必要がなく、作業効率をさらに高めたものとすることができる。 In addition, the holding ring is composed of an inner diameter that is loosely fitted to the target reinforcing bar and a cylinder having a length of 20 cm to 100 cm, and can be connected to the outer peripheral wall of the cylinder in the middle of the suspension line. According to the rebar holder provided with a holding position adjustment mechanism that can adjust the distance from the hold vise at the lower end of the hanging cord to the holding ring, if there is no holding position adjustment mechanism, it is dedicated to the target reinforcing bar of a certain length. It becomes a reinforcing bar holder with the distance from the hold vise to the holding ring set, and depending on the difference in the length of the target reinforcing bar, for example, the reinforcing bar holder for 3 m or 4 m must be replaced, but the holding position adjustment mechanism Regardless of the length of the target reinforcing bar, the reinforcing bar holder provided with adjusts the distance from the hold vise to the holding ring according to the length of the target reinforcing bar, and the upper end of the target reinforcing bar protruding upward from the upper end of the holding ring. Since it is possible to keep the exposed length constant, it is not necessary to replace the reinforcing bar holder according to the length of the target reinforcing bar, and the work efficiency can be further improved.

吊り索条が直線状に垂下された場合の、保持環の下端からホールドバイスまでの距離が、対象鉄筋の全長から、鉄筋継手施工長範囲、保持環の上下端間長、および、保持環の上端から上方に突出する対象鉄筋の上端露出長の総和長を差し引いた直線距離に設定された鉄筋ホルダーによると、また、別の表現で示すと、吊り索条が直線状に垂下された場合の、保持環の下端からホールドバイスまでの吊り索条の長さが、対象鉄筋の全長から、鉄筋継手施工長範囲、保持環の上下端間長、および、保持環の上端から上方に突出する対象鉄筋の上端露出長の総和長を差し引いた長さに設定された鉄筋ホルダーによると、鉄筋ホルダーに吊下された場合の対象鉄筋の、保持環の上端から上方に突出する上端露出長を一定に設定することができ、吊り上げ運搬中の、対象鉄筋の縦姿勢をより安定させることができるものとなる。 When the hanging cord is hung linearly, the distance from the lower end of the holding ring to the hold vise is from the total length of the target reinforcing bar to the reinforcing bar joint construction length range, the length between the upper and lower ends of the holding ring, and the holding ring. According to the reinforcing bar holder set to the linear distance minus the total length of the exposed upper end of the target reinforcing bar protruding upward from the upper end, or in other words, when the hanging cord is hung in a straight line. , The length of the suspension cord from the lower end of the holding ring to the hold vise is the range from the total length of the target reinforcing bar to the reinforcing bar joint construction length range, the length between the upper and lower ends of the holding ring, and the object protruding upward from the upper end of the holding ring. According to the reinforcing bar holder set to the length obtained by subtracting the total length of the upper end exposed length of the reinforcing bar, the upper end exposed length of the target reinforcing bar when suspended from the reinforcing bar holder is kept constant from the upper end of the holding ring. It can be set, and the vertical posture of the target reinforcing bar can be more stabilized during lifting and transportation.

鉄筋ホルダーが、対象鉄筋に同対象鉄筋の下端がわから遊嵌可能な開口を有する筒型であって、該開口から鉄筋継手施工長となる位置に装着深さ規制底を有す位置決め筒が、一本の鉄筋ホルダーに一個の位置決め筒が対応するよう、吊り索条に繋着されない別体のものとして組み合わされてなるものの場合には、鉄筋ホルダーを装着する前の対象鉄筋の下端に位置決め筒を装着することにより、対象鉄筋に対するホールドバイスの仮結合位置を、対象鉄筋の下端寄り過ぎたり、上端寄り過ぎたりしない、より適した位置に正確にムラ無く決定することが可能となり、対象鉄筋の吊り上げ中の縦姿勢をより安定させることができる上、ホールドバイスが、鉄筋継手の邪魔になることがなく、格段に円滑な鉄筋継手の作業性を確保することができる。 The reinforcing bar holder is a tubular type having an opening in the target reinforcing bar from which the lower end of the target reinforcing bar can be freely fitted, and a positioning cylinder having a mounting depth regulation bottom at a position from the opening to the reinforcing bar joint construction length. In the case of a combination of different rebar holders that are not connected to the hanging cord so that one rebar holder corresponds to one rebar holder, the positioning cylinder is located at the lower end of the target rebar before mounting the rebar holder. By installing, it is possible to accurately and evenly determine the temporary connection position of the hold vise with respect to the target reinforcing bar at a more suitable position that does not move too close to the lower end or the upper end of the target reinforcing bar. In addition to being able to stabilize the vertical posture during lifting, the hold vise does not interfere with the reinforcing bar joint, and it is possible to ensure remarkably smooth workability of the reinforcing bar joint.

この発明の鉄筋ホルダーを利用した鉄筋吊上げ装置によれば、複数の吊下部が設けられた天秤枠を有する天秤に対し、複数本の鉄筋ホルダーが、互いに間隔を隔てた少なくとも二箇所の吊下部の夫々に、互いに略均衡する配置となるよう吊下されたものとしてなることから、クレーンによる一度の吊り上げによって複数本の対象鉄筋を縦姿勢に安全且つ効率的に運搬することが可能となり、従前までの対象鉄筋を一本ずつ運搬しては鉄筋継手の施工をしていた作業に比較してクレーンの往復移動を格段に削減し、作業効率を大幅に改善することができるものとなる上、複数本の対象鉄筋の鉄筋継手の施工を行った鉄筋継手の作業員が、その場を離れることなく、複数本の鉄筋ホルダーの(ホールドバイスの)離脱作業を簡便に行うことができるものとなるから、鉄筋継手の施工の一連の作業を、より円滑且つ迅速に大幅に改善することができるものになるという効果を発揮するものとなる。 According to the reinforcing bar lifting device using the reinforcing bar holder of the present invention, a plurality of reinforcing bar holders are provided on at least two hanging lower portions separated from each other with respect to a balance having a balance frame provided with a plurality of hanging lower portions. Since each of them is suspended so that they are arranged in a substantially balanced manner, it is possible to safely and efficiently transport multiple target reinforcing bars in a vertical position by lifting them once with a crane. By transporting the target reinforcing bars one by one, the reciprocating movement of the crane can be significantly reduced compared to the work in which the reinforcing bar joints were constructed, and the work efficiency can be greatly improved. This is because the rebar joint worker who constructed the rebar joint of the target rebar of the book can easily perform the detachment work (of the hold vise) of multiple rebar holders without leaving the place. , The series of work of the construction of the reinforcing bar joint can be improved more smoothly and quickly and significantly.

さらに、複数本設けられた鉄筋ホルダーの中の何れか一本の吊り索条の下端寄りの適所に対し、対象鉄筋の下端、および対象鉄筋の下端寄りの外周囲を包囲可能な軟質素材製の袋体であって、該吊り索条の下端寄りの適所に着脱自在に繋着する吊着部を有すると共に、該吊着部を有する袋体の適所に介錯ロープが吊下されたカバーバケットが着脱自在に組み合わされてなる鉄筋吊上げ装置によると、吊り上げられた複数本の対象鉄筋の下端の露出、および、露出した対象鉄筋の下端面の他物への接触や緩衝を防止し、鉄筋継手の施工のために、平坦面に仕上げられた対象鉄筋の下端面を保護し、鉄筋継手の施工品質を高品質に保つことができる上、複数本の対象鉄筋を一まとめに括って、複数本の対象鉄筋がまとまりなく個別に振れ動いたり、回転したりするなどしてクレーンによる運搬の安定性が悪化してしまうのを未然に防ぎ、より作業安全性を高めたものとすることができる。 Furthermore, it is made of a soft material that can surround the lower end of the target reinforcing bar and the outer circumference near the lower end of the target reinforcing bar at the appropriate place near the lower end of any one of the reinforcing bar holders provided. A cover bucket that has a hanging portion that is detachably connected to a suitable position near the lower end of the hanging rope and has a rebar hanging at an appropriate position in the bag body having the hanging portion. According to the rebar lifting device that is detachably combined, it prevents the exposure of the lower ends of multiple suspended target rebars and the contact and cushioning of the exposed lower end surfaces of the target rebars with other objects, and prevents the rebar joints from being exposed. For construction, the lower end surface of the target reinforcing bar finished on a flat surface can be protected, the construction quality of the reinforcing bar joint can be maintained at high quality, and multiple target reinforcing bars can be bundled together to form multiple reinforcing bars. It is possible to prevent the stability of transportation by the crane from deteriorating due to the target reinforcing bars swinging or rotating individually, and to further improve work safety.

この発明の鉄筋吊上げ装置を利用する鉄筋継手の施工方法によれば、この発明の基本をなす鉄筋ホルダー、およびそれを利用した鉄筋吊上げ装置の固有の特徴を活かし、対象鉄筋の上端寄りの外周囲に保持環を遊嵌状に外装すると共に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合するようにし、クレーンによって迅速且つ安全に縦姿勢に吊り上げ、複数本の対象鉄筋を一括りに結束し、搬送するようにしたから、一度のクレーンに搬送によって複数本の対象鉄筋を簡便に搬送することができ、しかも、複数本の対象鉄筋を、接続対象の複数本の下鉄筋上まで誘導し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を突き合わせ、鉄筋継手の施工、または鉄筋継手の施工準備の何れか一方を行い、下鉄筋の上端と対象鉄筋の下端とが固定された後、鉄筋ホルダーの、ホールドバイスの仮結合を解き、クレーンによって鉄筋吊上げ装置を引き上げ、離脱するようにすることによって、従前までであれば、対象鉄筋の下端付近の鉄筋継手の施工場所と、対象鉄筋の上端付近のクレーンからの離脱作業場所と、対象鉄筋の一本分の上下高低差があったが、鉄筋継手の施工場所に居ながら、同じ作業員が対象鉄筋の下端寄りのホールドバイスを解除することができるものとなり、対象鉄筋のクレーンおよび鉄筋吊上げ装置からの離脱作業を格段に効率化することができ、作業員の削減および工数の大幅削減を実現化できるという秀でた効果を奏することになる。 According to the method of constructing a reinforcing bar joint using the reinforcing bar lifting device of the present invention, the outer circumference near the upper end of the target reinforcing bar is utilized by utilizing the unique features of the reinforcing bar holder which is the basis of the present invention and the reinforcing bar lifting device using the same. The holding ring is loosely fitted to the outer circumference, and the hold vise is temporarily connected from the lower end of the target reinforcing bar to the outer periphery of the middle position of the target reinforcing bar, which is near the area directly above the reinforcing bar joint construction length range, and is quickly and safely used by the crane. Since it is lifted in a vertical position and multiple target reinforcing bars are bundled and transported at once, multiple target reinforcing bars can be easily transported by transporting to one crane, and moreover, multiple target reinforcing bars can be transported. Guide the target reinforcing bar to the top of multiple lower reinforcing bars to be connected, untie the multiple target reinforcing bars, and make the target reinforcing bar correspond to one target reinforcing bar at the upper end of the lower reinforcing bar. After abutting the lower ends of the reinforcing bars and either constructing the reinforcing bar joints or preparing for the construction of the reinforcing bar joints, the upper ends of the lower reinforcing bars and the lower ends of the target reinforcing bars are fixed, and then the temporary connection of the hold vise of the reinforcing bar holder is released. By pulling up and detaching the reinforcing bar lifting device with a crane, the place where the reinforcing bar joint is installed near the lower end of the target reinforcing bar and the place where the reinforcing bar is separated from the crane near the upper end of the target reinforcing bar are Although there was a difference in height between the top and bottom of one of the target rebars, the same worker could release the hold vise near the lower end of the target rebar while staying at the construction site of the rebar joint. The work of detaching from the reinforcing bar lifting device can be made much more efficient, and the excellent effect of reducing the number of workers and the number of manpower can be achieved.

加えて、複数本の対象鉄筋を水平姿勢に配置し、一本の対象鉄筋に一個の位置決め筒が、対象鉄筋の下端が、開口から装着深さ規制底に当接する深さまで外装するようにすることにより、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近の位置決め筒の開口付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合することが可能となり、複数本の対象鉄筋に対するホールドバイスの仮結合位置をムラ無く安定化させることができるものとなり、より安全なクレーン運搬ができ、さらにはクレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げ、位置決め筒が自重によって脱抜し、地上に残されたものとした上、複数本の対象鉄筋の外周囲を一括りに結束し、カバーバケットが複数本の対象鉄筋の下端をカバーバケットで覆い、カバーバケットの吊着部を吊り索条の下端寄りの適所に繋着するようにしたことにより、複数本の対象鉄筋の荷姿を安定させ、対象鉄筋の下端面を保護し、鉄筋継手の施工品質を高品質に安定化することができ、対象鉄筋の下端からホールドバイスまで鉄筋継手施工長範囲が確保されるようにしたから、支障無く下鉄筋の上端付近と対象鉄筋の下端付近との間に圧接器を円滑に組み込んで鉄筋継手の施工準備効率的に行い、鉄筋継手の施工準備を行った作業員が移動することなく、その場に居ながら速やかにホールドバイスの仮結合を解いて、クレーンによって鉄筋吊上げ装置を引き上げ、離脱させることができるものとなり、その後に続く、バーナーによるガス圧接作業を迅速且つ効率的に行うことができるようになる。 In addition, multiple target reinforcing bars are placed in a horizontal position so that one positioning cylinder for each target reinforcing bar covers the lower end of the target reinforcing bar from the opening to the depth where it abuts on the mounting depth regulation bottom. As a result, it is possible to temporarily connect the hold vise from the lower end of the target reinforcing bar to the outer periphery of the middle position of the target reinforcing bar near the opening of the positioning cylinder near the position directly above the reinforcing bar joint construction length range, and for multiple target reinforcing bars. The temporary connection position of the hold vise can be stabilized evenly, safer crane transportation is possible, and the reinforcing bar lifting device by the crane and the multiple target reinforcing bars incorporated in it are placed in the hanging posture. The positioning cylinder was pulled out by its own weight and left on the ground, and the outer circumference of multiple target reinforcing bars was bundled together, and the cover bucket covered the lower ends of multiple target reinforcing bars. By covering with and connecting the hanging part of the cover bucket to the appropriate place near the lower end of the hanging cable, the packing shape of multiple target reinforcing bars is stabilized, the lower end surface of the target reinforcing bar is protected, and the reinforcing bar is reinforced. Since the construction quality of the joint can be stabilized to high quality and the range of the reinforcement joint construction length is secured from the lower end of the target reinforcing bar to the hold vise, there is no problem near the upper end of the lower reinforcing bar and near the lower end of the target reinforcing bar. The pressure welding device is smoothly incorporated between the and, and the preparation for the construction of the reinforcing bar joint is performed efficiently, and the worker who prepared the construction of the reinforcing bar joint does not move, and the temporary connection of the hold vise is promptly performed while being there. By unraveling, the reinforcing bar lifting device can be pulled up and detached by the crane, and the subsequent gas pressure welding work by the burner can be performed quickly and efficiently.

上記したとおりの構成からなるこの発明の実施に際し、その最良もしくは望ましい形態について説明を加えることにする。
鉄筋ホルダーは、一本の対象鉄筋を縦姿勢とするようクレーンがわに吊り下げ可能とし、縦姿勢に吊下された対象鉄筋の下端寄りの位置で、該対象鉄筋の繋着および離脱の操作を可能とする機能を担い、クレーンがわに繋着される繋着部を有する吊り索条と、該吊り索条の下端に設けられたホールドバイス、および該吊り索条の中途部に設けられた保持環とを有するものとしなければならず、より具体的に示すと、後述する実施例にも示すように、対象鉄筋に同対象鉄筋の下端がわから遊嵌可能な開口を有する筒型であって、該開口から鉄筋継手施工長となる位置に装着深さ規制底を有す位置決め筒が、一本の鉄筋ホルダーに一個の位置決め筒が対応するよう、吊り索条に繋着されない別体のものとして組み合わされてなるものとするのが望ましい。
In carrying out the present invention having the above-described configuration, the best or desirable form thereof will be described.
The rebar holder allows the crane to hang a single target rebar in a vertical position, and the target rebar is connected and detached at a position near the lower end of the target rebar suspended in the vertical position. A suspension bar having a connecting part to which a crane is connected to a wrinkle, a hold vise provided at the lower end of the hanging line, and a middle part of the hanging line. It must have a holding ring, and more specifically, as shown in Examples described later, it is a tubular shape having an opening in the target reinforcing bar from which the lower end of the target reinforcing bar can be freely fitted. Therefore, the positioning cylinder having a mounting depth regulation bottom at the position where the length of the reinforcing bar joint is constructed from the opening is not connected to the suspension cord so that one positioning cylinder corresponds to one reinforcing bar holder. It is desirable to combine them as things.

吊り索条は、クレーンがわに上端から垂下された同吊り索条の上下端間の夫々設定された高さ位置に、ホールドバイスおよび保持環を繋着する機能を担い、対象鉄筋を安全に吊り上げるのに充分な強度が確保され、索条の上端にクレーンがわに繋着される繋着部を有するものとしなければならず、この発明の鉄筋吊上げ装置に組み込まれた鉄筋ホルダーの場合には、索条の上端の繋着部が、天秤の天秤枠の吊下部に繋着されたものとなり、索条は、ワイヤーロープの外、チェーン、鉄筋、ロープ、その他の同様に利用可能な線状の軟質、硬質を問わない部品類に置き換えることが可能であり、後述する実施例にも示すとおり、例えば、保持環が、筒体の外周にブラケットを有するものとされ、吊り索条の中途部の保持環のブラケットに対応する上下間範囲が、ブラケットに置き換え可能とするよう上下に分断され、該吊り索条の中途部の上下分断端間に、該ブラケットの対応する上下端が連結され、同吊り索条の中途分断端間が、該ブラケットに置き換えられたものとすることが可能である。 The suspension rope has the function of connecting the hold vise and the holding ring to the height positions set between the upper and lower ends of the suspension rope suspended from the upper end of the crane, and safely secures the target reinforcing bar. In the case of the rebar holder incorporated in the rebar lifting device of the present invention, it shall be strong enough to be lifted and shall have a connecting part at the upper end of the rope to which the crane is attached to the wrinkle. The upper end of the rope is attached to the hanging part of the balance frame of the balance, and the rope is the outside of the wire rope, the chain, the reinforcing bar, the rope, and other similarly usable lines. It is possible to replace it with parts regardless of whether it is soft or hard, and as shown in the examples described later, for example, the holding ring is assumed to have a bracket on the outer periphery of the cylinder, and the suspension rope is in the middle. The upper and lower range corresponding to the bracket of the holding ring of the portion is divided into upper and lower parts so as to be replaceable with the bracket, and the corresponding upper and lower ends of the bracket are connected between the upper and lower divided ends of the middle part of the hanging rope. It is possible that the space between the halfway break ends of the hanging rope is replaced by the bracket.

吊り索条の繋着部は、吊り索条をクレーンがわに繋着されたものとする機能を担うものであり、この発明の鉄筋吊上げ装置に組み込まれた鉄筋ホルダーの場合には、天秤の天秤枠の吊下部に繋着されたものとなる機能を担い、クレーンがわ、または天秤の天秤枠の吊下部の何れか一方に対して着脱自在または着脱不能の何れか一方に繋着されたものとしなければならず、索条の上端に、にフック、シャックルなどの連結用金具類を設けたものとすることができる外、後述する実施例にも示しているように、アイスプライス、リング(圧縮止め加工)、シンブル入りリングなどにフック、シャックルなどが組み合わせられたものとするのが望ましいと言える。 The connecting portion of the hanging rope has a function of making the hanging rope connected to the crane, and in the case of the reinforcing bar holder incorporated in the reinforcing bar lifting device of the present invention, the balance It has the function of being connected to the hanging lower part of the balance frame, and is attached to either the crane or the hanging lower part of the balance frame, either detachable or non-detachable. It must be, and it is possible to provide connecting metal fittings such as hooks and shackles at the upper end of the cord, as well as ice price and ring as shown in the examples described later. It can be said that it is desirable to combine a hook, a shackle, etc. with a ring containing thimble (anti-compression processing).

ホールドバイスは、吊り索条の下端を、対象鉄筋の下端寄りとなる部分に対して、対象鉄筋を充分な強度で安全に保持するよう着脱自在に仮結合可能とする機能を分担し、吊り索条の下端に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合可能とするものとしなければならず、対象鉄筋の下端から、鉄筋継手施工長範囲の確認は、目測によることが可能な外、定規類、巻き尺、ゲージ類を用いて確認することが可能である外、位置決め筒を用いて確認することが可能であり、ホールドバイスは、対象鉄筋の下端から挿入、脱抜する必要がなく、対象鉄筋の中途部の外周囲壁に対して着脱自在に、握着、挟着、結着、巻着、固着、止着、または締着可能なものとすることが可能であり、後述する実施例のように、吊り索条の下端に接続された吊上げ部に対し、バイス部および緊締駒を有して、対象鉄筋の中途部の外周囲壁に仮結合可能な緊締機構が設けられてなるものとすることができる。 The hold vise shares the function of allowing the lower end of the hanging rope to be detachably and temporarily connected to the part near the lower end of the target reinforcing bar so that the target reinforcing bar can be safely held with sufficient strength. It must be possible to temporarily connect to the lower end of the strip from the lower end of the target reinforcing bar to the periphery outside the middle position of the target reinforcing bar, which is near the area directly above the reinforcing bar joint construction length range, from the lower end of the target reinforcing bar. , Reinforcing bar joint construction length range can be confirmed by eye measurement, by using rulers, winding scales, gauges, etc., by using a positioning cylinder. The hold vise does not need to be inserted or removed from the lower end of the target reinforcing bar, and can be freely attached to and detached from the outer peripheral wall in the middle of the target reinforcing bar. , Or can be tightened, and as in the embodiment described later, the target reinforcing bar has a vise part and a tightening piece with respect to the lifting part connected to the lower end of the hanging rope. A tightening mechanism that can be temporarily connected may be provided on the outer peripheral wall of the middle portion.

保持環は、対象鉄筋の上端寄りに遊嵌し、ホールドバイスに下端寄りの中途部が仮結合された場合の対象鉄筋の上端寄りの中途部を横転・離脱不能、脱抜可能に保持可能とする機能を分担し、ホールドバイスに仮結合された場合の対象鉄筋の上端寄りに対峙する該吊り索条の中途部に、同対象鉄筋の上端寄りに遊嵌するよう少なくとも一個設けられたものとしなければならず、対象鉄筋に遊嵌可能な内径の1個の環体、または、対象鉄筋に遊嵌可能な内径の複数個の環体の何れか一方からなるものや、対象鉄筋に遊嵌可能な内径の筒体からなるものなどとすることができる外、後述する実施例にも示しているが、対象鉄筋に遊嵌する内径、および、200mmないし1,000mmの長さの筒体からなり、該筒体の外周壁に、吊り索条の中途部に繋着可能、且つ、吊り索条の下端のホールドバイスから保持環までの距離を調節可能な保持位置調節機構が設けられてなるものとすることができ、該保持位置調節機構は、吊り索条の上下端間の保持環の上下位置を調節可能とする機能を担っており、吊り索条の中途部の中途位置にボルト・ナットで仮固定状に緊締可能なものとし、ボルト・ナットを緩めると上下移動調節可能となるものとすることができる外、保持位置調節機構は、上下に分断された吊り索条の分断端間に介在し、下がわの吊り索条の分断端(上端)を巻き揚げ、巻き戻し、下がわの吊り索条の長さを調節可能としてなる仮固定可能な巻き取り器などとすることが可能である。 The holding ring is loosely fitted near the upper end of the target reinforcing bar, and when the middle part near the lower end is temporarily connected to the hold vise, the middle part near the upper end of the target reinforcing bar cannot be rolled over / detached and can be held detachably. It is assumed that at least one is provided in the middle of the suspension line facing the upper end of the target reinforcing bar when it is temporarily connected to the hold vise so as to loosely fit toward the upper end of the target reinforcing bar. Must consist of one ring with an inner diameter that can be loosely fitted to the target reinforcing bar, or a plurality of rings with an inner diameter that can be loosely fitted to the target reinforcing bar, or loosely fitted to the target reinforcing bar. In addition to being able to consist of a cylinder with a possible inner diameter, as shown in the examples described later, from an inner diameter that loosely fits into the target reinforcing bar and a cylinder having a length of 200 mm to 1,000 mm. Therefore, the outer peripheral wall of the tubular body is provided with a holding position adjusting mechanism that can be connected to the middle part of the hanging rope and can adjust the distance from the hold vise at the lower end of the hanging rope to the holding ring. The holding position adjusting mechanism has a function of adjusting the vertical position of the holding ring between the upper and lower ends of the hanging rope, and is bolted to the middle position of the hanging rope. It can be temporarily fixed with a nut, and can be moved up and down by loosening the bolts and nuts. With an intervening intervening device, such as a winder that can be temporarily fixed by hoisting and rewinding the divided end (upper end) of the lower rebar and adjusting the length of the lower rebar. It is possible to do.

位置決め筒は、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合するホールドバイスの、同対象鉄筋への取付位置を正確に確認可能とすると共に、地上から引き揚げられる対象鉄筋の下端面および下端がわの外周囲壁を、外傷や塵埃などによる汚損から保護可能とする機能を担い、対象鉄筋に対し、同対象鉄筋の下端がわから遊嵌可能な遊底状筒型のものとしなければならず、より具体的には、対象鉄筋に同対象鉄筋の下端がわから遊嵌可能な開口を有する筒型であり、該開口から鉄筋継手施工長となる位置に装着深さ規制底を有す位置決め筒が、一本の鉄筋ホルダーに一個の位置決め筒が対応するよう、吊り索条に繋着されない別体のものとして組み合わされてなるものとすべきであり、後述する実施例にも示すように、位置決め筒が、軸周りに転がり難い四角形状などの多角形断面形状の外周壁を有するものとし、装着深さ規制底が、位置決め筒の基端寄りの内部に、直径方向に貫通するよう配された一文字状の棒体、直径方向に十字状に交叉された二本の棒体または位置決め筒の基端寄りの内壁に一体に内装されたパイプ体などの何れかからなるものとされ、先端の開口寄りの外周囲に持ち運び用のハンドルを有するものとするのが望ましい。 For the positioning cylinder, accurately confirm the mounting position of the hold vise, which is detachably and temporarily connected to the outer circumference of the target reinforcing bar, which is near the upper part of the target reinforcing bar construction length range from the lower end of the target reinforcing bar. In addition to making it possible, the lower end surface of the target reinforcing bar that is lifted from the ground and the lower end of the target reinforcing bar have the function of protecting the outer peripheral wall of the wall from damage caused by trauma and dust. It must be a free-bottomed tubular type that can be loosely fitted from the inside, and more specifically, it is a tubular type that has an opening that allows the lower end of the target reinforcing bar to be loosely fitted to the target reinforcing bar. A positioning cylinder with a mounting depth regulation bottom at the position where it will be the construction length is combined as a separate body that is not connected to the hanging cord so that one positioning cylinder corresponds to one reinforcing bar holder. As shown in the examples described later, it is assumed that the positioning cylinder has an outer peripheral wall having a polygonal cross-sectional shape such as a quadrangular shape that is difficult to roll around the axis, and the mounting depth regulation bottom is the positioning cylinder. Inside the interior of the rebar, a single-character rebar arranged to penetrate in the radial direction, two rebars crossed in a cross-sectional direction in the cross section, or the inner wall of the positioning cylinder near the proximal end. It is preferably made of any of the pipe bodies, etc., and it is desirable to have a handle for carrying around the outer circumference near the opening at the tip.

鉄筋継手施工長範囲は、対象鉄筋の下端から鉄筋継手の施工に要する、対象鉄筋の中途部位置までの範囲であり、鉄筋継手の種類によって長さ範囲に違いがあるものの、対象鉄筋の下端から中途部位置まで、概ね100mmないし1,000mmの範囲とすることが可能であり、後述する実施例にも示しているように、ガス圧接による鉄筋継手を施工する場合には、300mmないし500mmを確保するのが望ましいと言うことができる。 The rebar joint construction length range is from the lower end of the target rebar to the midway position of the target rebar required for rebar joint construction, and although the length range varies depending on the type of rebar joint, it is from the lower end of the target rebar. It is possible to set the range to approximately 100 mm to 1,000 mm up to the midway position, and as shown in the examples described later, secure 300 mm to 500 mm when constructing a reinforcing bar joint by gas pressure welding. It can be said that it is desirable to do so.

カバーバケットは、この発明の鉄筋吊上げ装置によって吊り上げられた複数本の対象鉄筋の下端面、および、下端付近を外的干渉および汚損から防護する機能を分担し、複数本の対象鉄筋の下端、および同複数本の対象鉄筋の下端寄りの外周囲を包囲可能な軟質素材製の袋体であって、該吊り索条の下端寄りの適所に着脱自在に繋着する吊着部を有し、鉄筋ホルダーの中の何れか一本の吊り索条の下端寄りの適所に対して着脱自在に組み合わされてなるものとしなければならず、吊着部を有した袋体の適所に介錯ロープが吊下されたものとすべきであり、袋体は、対象鉄筋との繰り返しの接触に耐える充分な耐久性と、対象鉄筋の下端を保護可能な緩衝性とを有する素材製のものとするのが望ましく、例えばキャンバス生地製、天然ゴム製、軟質プラスチック製、硬質プラスチック製、木製それらの複合素材製のものなどの何れかとすることができ、後述する実施例にも示しているが、介錯ロープの繋着部分などの適所に、振れや回転防止用の錘を設けたものとするのが望ましい。 The cover bucket shares the function of protecting the lower end surfaces of the plurality of target reinforcing bars lifted by the reinforcing bar lifting device of the present invention and the vicinity of the lower ends from external interference and contamination, and the lower ends of the plurality of target reinforcing bars and the lower ends. It is a bag made of a soft material that can surround the outer circumference of the plurality of target reinforcing bars near the lower end, and has a hanging portion that can be detachably connected to a suitable place near the lower end of the hanging reinforcing bar. It must be detachably combined with any one of the holders near the lower end of the hanging rope, and the interstitial rope is hung at the right place on the bag body with the hanging part. The bag should be made of a material that is durable enough to withstand repeated contact with the target rebar and has a cushioning property that can protect the lower end of the target rebar. For example, it can be made of canvas cloth, natural rubber, soft plastic, hard plastic, wooden, or a composite material thereof. It is desirable that a weight for preventing runout and rotation is provided at an appropriate place such as a wearing part.

天秤は、クレーンのフックに吊下される、この発明の鉄筋吊上げ装置に対し、複数本の鉄筋ホルダーが、水平方向の間隔を隔てた少なくとも二箇所の夫々に、互いに略均衡する配置となるよう吊下されたものとする機能を分担し、水平方向の間隔を隔てた複数の吊下部が設けられた天秤枠を有し、クレーンのフックに吊り下げ可能とされたものとしなければならず、天秤枠は、水平方向に間隔を隔てた複数の吊下部を一体的に支持可能とするものであり、後述する実施例にも示すように、矩形断面形状の水平棒状の平面視一文字形状のものとすることができる外、平面視形状が、十字形、円形、楕円、矩形、菱形、☆型、十字形状、多角形状などの環形状、または、例えば、平面視形状がA,B,C,D,E,F,G,H,J,K,L,M,N,O,P,Q,R,S,T,U,V,W,Y,Z字形状の枠状に形成されたものとすることが可能であり、吊下部は、鉄筋ホルダーを充分な強度をもって繋着可能とする機能を担い、水平方向に隣接するよう吊下された鉄筋ホルダーや、鉄筋ホルダーに吊下された対象鉄筋が不要に干渉するのを防止可能、且つ、鉄筋継手の施工に支承とならない程度の間隔を隔てて設けられたものとしなければならず、複数の吊下部が互いに上下の高低差をもって設けられたものとすることができ、後述する実施例にも示すように、マスターリンクから天秤索条を、転倒V字形に垂下し、該天秤索条の下端間に、水平方向の間隔を隔てた複数の吊下部が設けられた天秤枠の両端がわが繋着され、マスターリンクがクレーンのフックに吊り下げられると、天秤枠が水平状に吊り上げられ、吊下部に対し、この発明の鉄筋ホルダーが吊下されたものとするのが良い。 The balance is arranged so that the plurality of reinforcing bar holders are arranged in a substantially balanced manner with respect to the reinforcing bar lifting device of the present invention suspended from the hook of the crane, at least at two positions separated by horizontal intervals. It must share the function of being suspended, have a balance frame with multiple suspensions separated by horizontal spacing, and be capable of being suspended on the hook of a crane. The balance frame is capable of integrally supporting a plurality of hanging portions separated in the horizontal direction, and as shown in Examples described later, is a horizontal rod-shaped one-character shape in a plan view having a rectangular cross-sectional shape. Outside, the horizontal shape is a ring shape such as a cross, a circle, an ellipse, a rectangle, a rhombus, a star, a cross, a polygon, or, for example, the horizontal shape is A, B, C, D, E, F, G, H, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, Y, Z-shaped frame The lower part of the suspension has a function of enabling the reinforcing bar holder to be connected with sufficient strength, and is suspended from a reinforcing bar holder suspended so as to be adjacent in the horizontal direction or a reinforcing bar holder. It must be possible to prevent the target reinforcing bars from interfering unnecessarily, and it must be provided at intervals that do not support the construction of the reinforcing bar joints, and multiple suspension portions must be provided with a height difference between the top and bottom of each other. The balance cord was hung from the master link in an inverted V shape, and a horizontal spacing was provided between the lower ends of the balance cord, as shown in Examples described later. When both ends of the balance frame provided with multiple suspensions are connected to each other and the master link is suspended on the hook of the crane, the balance frame is lifted horizontally, and the reinforcing bar holder of the present invention is attached to the suspension. It is better to be suspended.

対象鉄筋は、建築用の鋼棒ということができ、より具体的には、異形棒鋼、丸鋼などとすることができるが、鋼棒に限らず、棒状のものであれば、素材や外壁の凹凸形状などに拘わらず、木製の棒や柱、コンクリート製の柱など、何れの素材製の棒状物であっても対象鉄筋に置き換えることが可能である。 The target reinforcing bar can be said to be a steel rod for construction, and more specifically, it can be a deformed steel bar, round steel, etc., but it is not limited to steel bars, and any rod-shaped material or outer wall can be used. Regardless of the uneven shape, any material such as wooden rods, columns, concrete columns, etc. can be replaced with the target reinforcing bar.

この発明の鉄筋継手の施工方法は、この発明の鉄筋吊上げ装置を利用して鉄筋継手の施工を行う技術であり、玉掛け作業員が、複数本の対象鉄筋を水平姿勢に配置する場合には、対象鉄筋の両端寄りとなる中途部下に角材を敷くなどして対象鉄筋の両端が接地せずに地上から僅かに浮いた状態に配置されたものとするのが望ましく、一本の鉄筋ホルダーを一本の対象鉄筋に組み込む場合には、ホールドバイスよりも先に保持環を対象鉄筋の上端寄りの外周囲に遊嵌するよう外装し、保持環を装着した後に、ホールドバイスを対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲に仮結合するようにしなければならず、ホールドバイスの仮結合する位置をより正確に決定するようにするには、対象鉄筋の下端に対し、位置決め筒をその開口から鉄筋継手施工長分となる装着深さ規制底に、対象鉄筋の下端面が到達するまで挿入した上、位置決め筒の開口付近に露出された対象鉄筋の中途位置外周囲にホールドバイスを仮結合するようにするのが望ましいと言える。 The method for constructing a reinforcing bar joint of the present invention is a technique for constructing a reinforcing bar joint using the reinforcing bar lifting device of the present invention, and when a slinging worker arranges a plurality of target reinforcing bars in a horizontal posture, It is desirable that both ends of the target reinforcing bar are placed in a state where they are slightly floating from the ground without touching the ground, such as by laying a square material under the middle part near both ends of the target reinforcing bar. When incorporating into the target reinforcing bar of the book, the holding ring is externally fitted around the outer circumference near the upper end of the target reinforcing bar before the hold vise, and after the holding ring is attached, the hold vise is inserted from the lower end of the target reinforcing bar. , Reinforcing bar joint construction It is necessary to temporarily connect to the outer periphery of the middle position of the target reinforcing bar near the top of the construction length range, and in order to more accurately determine the temporary connecting position of the hold vise, the target reinforcing bar Insert the positioning cylinder into the bottom of the mounting depth regulation, which is the length of the reinforcing bar joint construction, from the opening of the lower end of the target reinforcing bar until the lower end surface of the target reinforcing bar reaches, and then insert the positioning cylinder of the target reinforcing bar exposed near the opening of the positioning cylinder. It can be said that it is desirable to temporarily connect the hold vise to the periphery outside the midway position.

クレーンオペレーターが、クレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げた上、玉掛け作業員が、複数本の対象鉄筋の外周囲を一括りに結束する場合には、後述する実施例にも示しているように、玉掛け作業員が、なまし鉄線を用いて結束するようにすることが可能である外、後述する実施例には示していないが、合成樹脂製ベルト、皮革製ベルト、各種素材製の縛り紐、ゴム製ベルト、金属製ベルト、その他、様々な結束紐や帯類を用いることが可能であり、さらに、後述する実施例にも示すように、玉掛け作業員が、結束された複数本の対象鉄筋の下端をカバーバケットで覆い、カバーバケットの吊着部を吊り索条の下端寄りの適所に繋着するようにして、後に鉄筋継手が施工される対象鉄筋の下端を汚損から保護するようにするのが望ましい。 The crane operator lifts the reinforcing bar lifting device and the multiple target reinforcing bars incorporated in it by the crane until they are in a hanging position, and the slinging worker binds the outer circumferences of the multiple target reinforcing bars together. In some cases, as shown in the examples described later, it is possible for the slinging worker to bind using an annealed iron wire, and although not shown in the examples described later, It is possible to use synthetic resin belts, leather belts, binding strings made of various materials, rubber belts, metal belts, and various other binding strings and bands, which are also shown in Examples described later. As a result, the slinging worker covers the lower ends of the plurality of bound target reinforcing bars with a cover bucket, and connects the hanging part of the cover bucket to a suitable place near the lower end of the hanging cord, and later the reinforcing bar joint. It is desirable to protect the lower end of the target reinforcing bar to be constructed from stains.

さらに、クレーンオペレーターが、クレーンによって接続対象の複数本の下鉄筋付近まで搬送した鉄筋吊上げ装置および複数本の対象鉄筋は、空中での振れや回転などの不要な動きを防止するよう、鉄筋継手作業員が、カバーバケットの介錯ロープを用いて接続対象の複数本の下鉄筋上まで誘導するようにするのが望ましく、搬送後に、吊着部を吊り索条の下端寄りの適所から離脱させ、カバーバケットを取り外し、複数本の対象鉄筋の結束を解き、後述する実施例にも示してあるが、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を同心上に突き合わせ、下鉄筋の上端付近と対象鉄筋の下端付近との間に圧接器を組み込んで鉄筋継手の施工準備を行うようにすることができる外、後述する実施例に示さないが、ガス圧接の施工準備の外に、熔接継手や機械式継手などの施工または施工前の仮止の何れかを行うことができる。 In addition, the reinforcing bar lifting device and the multiple target reinforcing bars transported by the crane operator to the vicinity of the multiple lower reinforcing bars to be connected by the crane are used for reinforcing bar joint work so as to prevent unnecessary movements such as runout and rotation in the air. It is desirable for the personnel to guide them to the top of multiple lower reinforcing bars to be connected by using the interstitial rope of the cover bucket, and after transportation, the suspension part is separated from the appropriate place near the lower end of the suspension cord and the cover is covered. The bucket is removed, the binding of a plurality of target reinforcing bars is untied, and as shown in the examples described later, the lower end of the target reinforcing bar is located at the upper end of the lower reinforcing bar so that one target reinforcing bar corresponds to one lower reinforcing bar. Can be concentrically abutted and a pressure welding device can be installed between the vicinity of the upper end of the lower reinforcing bar and the vicinity of the lower end of the target reinforcing bar to prepare for the construction of the reinforcing bar joint. In addition to the preparation for gas pressure welding, either welding joints, mechanical joints, etc., or temporary fixing before construction can be performed.

また、クレーンオペレーターが、クレーンにより、接続対象の複数本の下鉄筋付近まで搬送した鉄筋吊上げ装置および複数本の対象鉄筋から、鉄筋継手作業員が、カバーバケットを取り外し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端の束ね長範囲に、対象鉄筋の下端の束ね長範囲を平行状に重ね合わせ、重ね継手の施工または施工前の仮止の何れかを行うことができる。 In addition, the reinforcing bar joint worker removes the cover bucket from the reinforcing bar lifting device and the plurality of target reinforcing bars transported by the crane operator to the vicinity of the plurality of lower reinforcing bars to be connected by the crane, and binds the multiple target reinforcing bars. In order to make one target reinforcing bar correspond to one lower reinforcing bar, the bundle length range of the upper end of the lower reinforcing bar is overlapped in parallel with the bundle length range of the lower end of the target reinforcing bar, and the construction or construction of the lap joint is performed. Any of the previous temporary fixings can be done.

下鉄筋の上端と対象鉄筋の下端とが固定された後、鉄筋継手の施工、または、鉄筋継手の施工準備の少なくとも何れか一方を行った鉄筋継手作業員が、その作業位置のまま移動することなく、ホールドバイスの仮結合を解き、ホールドバイスの離脱を確認したクレーンオペレーターが、クレーンによって鉄筋吊上げ装置を引き上げ、速やかに離脱するようにすることができ、その後、圧接器を組み込んだ鉄筋継手作業員は、円滑に下鉄筋の上端と対象鉄筋(上鉄筋)の下端とをガス圧接することが可能である。
以下では、図面に示すこの発明を代表する実施例と共に、その構造について詳述することとする。
After the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar are fixed, the reinforcing bar joint worker who has performed at least one of the construction of the reinforcing bar joint and the preparation for the construction of the reinforcing bar joint moves while keeping the working position. Instead, the crane operator who released the temporary connection of the hold vise and confirmed the release of the hold vise can pull up the reinforcing bar lifting device by the crane so that it can be quickly released, and then the reinforcing bar joint work incorporating the pressure welding device. The member can smoothly press and contact the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar (upper reinforcing bar).
Hereinafter, the structure thereof will be described in detail together with examples representing the present invention shown in the drawings.

図面は、この発明の鉄筋ホルダー、それを利用した鉄筋吊上げ装置および鉄筋継手の施工方法の技術的思想を具現化した代表的な幾つかの実施例を示すものである。
鉄筋吊上げ装置を示す正面図である。 天秤を示す正面図である。 天秤の一部を示す平面図である。 天秤の天秤枠を示す正面図である。 ホールドバイスを示す三面図である。 保持環を示す三面図である。 保持位置調節機構を有する保持環を示す三面図である。 位置決め筒を示す三面図である。 対象鉄筋を吊下した鉄筋吊上げ装置示す正面図である。 カバーバケットを装備した鉄筋吊上げ装置示す正面図である。 ホールドバイスを離脱した鉄筋吊上げ装置示す一部斜視図を含む正面図である。 ガス圧接作業状態を示す一部斜視図を含む正面図である。 鉄筋継手の施工方法を示すフローチャートである。 さらに改良を加えた鉄筋継手の施工方法を示すフローチャートである。
The drawings show some typical examples that embody the technical idea of the reinforcing bar holder of the present invention, the reinforcing bar lifting device using the reinforcing bar holder, and the construction method of the reinforcing bar joint.
It is a front view which shows the reinforcing bar lifting device. It is a front view which shows the balance. It is a top view which shows a part of the balance. It is a front view which shows the balance frame of the balance. It is a three-sided view showing a hold vise. It is a three-view view which shows the holding ring. It is a three-view view which shows the holding ring which has a holding position adjustment mechanism. It is a three-view view which shows the positioning cylinder. It is a front view which shows the reinforcing bar lifting device which suspended the target reinforcing bar. It is a front view which shows the reinforcing bar lifting device equipped with a cover bucket. It is a front view which includes the partial perspective view which shows the reinforcing bar lifting device which separated the hold vise. It is a front view including a partial perspective view which shows the gas pressure welding work state. It is a flowchart which shows the construction method of a reinforcing bar joint. It is a flowchart which shows the construction method of the reinforced joint which further improved.

図1ないし図11に示す事例は、複数の吊下部23が設けられた天秤枠22を有し、クレーンのフックに吊り下げ可能とされた天秤2が設けられ、該索条4の上端に天秤2の吊下部22に繋着される繋着部40を有する吊り索条4が設けられ、該吊り索条4の下端に、対象鉄筋SBの下端から、鉄筋継手施工長範囲L0の直上付近となる同対象鉄筋SBの中途位置外周囲に着脱自在に仮結合可能なホールドバイス5が設けられ、該吊り索条4のホールドバイス5が設けられた下端から、該ホールドバイス5に仮結合された場合の対象鉄筋SBの上端寄りに対峙する該吊り索条4の中途部に、同対象鉄筋SBの上端寄りに遊嵌する少なくとも一個の保持環6が設けられた鉄筋ホルダー3の複数本が、当該天秤2の天秤枠22の互いに間隔を隔てた少なくとも二箇所の吊下部23の夫々に、互いに略均衡する配置となるよう吊下されたものとしてなる、この発明の鉄筋ホルダーを利用した鉄筋吊上げ装置における代表的な一実施例を示すものである。
以下には、この発明の基本となる鉄筋ホルダー3の構造について先に示し、その後に、この発明の鉄筋吊上げ装置1の構造について示し、さらに、本実施例の作用・効果の項目において、この発明の鉄筋吊上げ装置1を利用する鉄筋継手の施工方法について順次、示して行くこととする。
In the example shown in FIGS. 1 to 11, the balance frame 22 provided with a plurality of hanging lower portions 23 is provided, and the balance 2 capable of being suspended is provided on the hook of the crane, and the balance is provided at the upper end of the cord 4. A hanging rope 4 having a connecting portion 40 connected to the hanging lower portion 22 of 2 is provided, and at the lower end of the hanging rope 4, from the lower end of the target reinforcing bar SB to the vicinity directly above the reinforcing bar joint construction length range L0. A hold vise 5 that can be detachably temporarily connected is provided around the outside of the middle position of the target reinforcing bar SB, and is temporarily connected to the hold vise 5 from the lower end of the suspension rope 4 provided with the hold vise 5. A plurality of reinforcing bar holders 3 provided with at least one holding ring 6 loosely fitted near the upper end of the target reinforcing bar SB in the middle of the suspension line 4 facing the upper end of the target reinforcing bar SB in the case. Reinforcing bar lifting using the reinforcing bar holder of the present invention is such that the balance frame 22 of the balance 2 is suspended from each of at least two hanging lower portions 23 separated from each other so as to be arranged in a substantially balanced manner with each other. A typical embodiment of the apparatus is shown.
Hereinafter, the structure of the reinforcing bar holder 3 which is the basis of the present invention will be shown first, and then the structure of the reinforcing bar lifting device 1 of the present invention will be shown, and further, in the item of action / effect of the present invention, the present invention will be shown. The construction method of the reinforcing bar joint using the reinforcing bar lifting device 1 of the above will be sequentially shown.

それら各図からも明確に把握できるとおり、この発明の鉄筋ホルダー3は、その吊り索条4が、両端圧縮止め加工された上下二本の直径12mmのワイヤーロープからなる上索条41、下索条42からなるものとされ、上索条41の上端の環状端が、クレーンがわとなる天秤2の天秤枠22の吊下部23に繋着される繋着部40となり、吊り索条4の下索条42の下端の環状端にホールドバイス5が設けられ、図5に示すように、該ホールドバイス5は、下索条42の下端の環状端に対し、シャックルを介して連結される連結孔が板厚み方向に貫通するよう穿設された舌片状の吊上げ部50を有し、該吊上げ部50と一体化され、対象鉄筋SBの外径を通過可能な開口が開放された概略C字断面形短筒状のバイス部52が設けられ、該バイス部52の開口近傍の周壁に、直径方向に進退自在に螺着されたボルト製の緊締駒53が組み込まれ、該バイス部52と緊締駒53とからなる緊締機構51を有するものとされており、緊締駒53の対象鉄筋SBに当接するボルト先端部分には、ボルト頭部がわが回転した場合にも、対象鉄筋SBに当接する部分が回転しないよう、ボルトの軸回りに空転可能な接合子54が設けられ、緊締した際に、対象鉄筋SBの外周壁に不要な損傷を与えないものとされており、該緊締駒53は、ボルト先端部分が、ボルトの軸に直角な平坦面形状のものや、ボルト先端部分が球面形状のものなどに置き換えることが可能である。 As can be clearly understood from each of these figures, the reinforcing bar holder 3 of the present invention has an upper rope 41 and a lower rope whose suspension rope 4 is composed of two upper and lower wire ropes having a diameter of 12 mm, which are processed to prevent compression at both ends. It is made of a strip 42, and the annular end at the upper end of the upper rope strip 41 becomes a connecting portion 40 connected to the hanging lower portion 23 of the balance frame 22 of the balance 2 in which the crane serves as a shackle. A hold vise 5 is provided at the annular end of the lower end of the lower cord 42, and as shown in FIG. 5, the hold vise 5 is connected to the annular end of the lower end of the lower cord 42 via a shackle. Approximately C, which has a tongue-shaped lifting portion 50 formed so that a hole penetrates in the plate thickness direction, is integrated with the lifting portion 50, and has an opening capable of passing through the outer diameter of the target reinforcing bar SB. A vise portion 52 having a short tubular shape with a cross-sectional shape is provided, and a bolt-made tightening piece 53 screwed in a radial direction is incorporated into the peripheral wall near the opening of the vise portion 52. It is supposed to have a tightening mechanism 51 including a tightening piece 53, and the bolt tip portion that abuts on the target reinforcing bar SB of the tightening piece 53 abuts on the target reinforcing bar SB even when the bolt head rotates. A joint 54 that can idle around the axis of the bolt is provided so that the portion does not rotate, and when tightened, the outer peripheral wall of the target reinforcing bar SB is not damaged unnecessarily. It is possible to replace the bolt tip portion with a flat surface shape perpendicular to the bolt axis or a bolt tip portion having a spherical shape.

図6に示すように、吊り索条4の上索条41の下端の環状端に対し、シャックルを介して保持環6の上端がわが繋着され、保持環6の下端がわに、シャックルを介して、吊り索条4の下索条42の上端の環状端が繋着されたものとされ、保持環6は、対象鉄筋SBに遊嵌する内径(例えば、対象鉄筋SBの外径が16mmの場合に、保持環6の内径が27.6mmとすることができる。)、および、200mmないし1,000mmの長さの筒体60からなり、該筒体60の外周壁に、遠心方向に突設された100mmないし900mmの長さとされ、両端が筒体60の両端よりも中央寄りに、50mm前後(シャックルの寸法分)後退された寸法に設定されたブラケット61が突設され、該ブラケット61の上下端付近に、夫々シャックル連結用の連結孔62,62が穿設されたものであって、前述のように、該ブラケット61の上端の連結孔62に、上索条41の下端の環状端がシャックルを介して連結され、該ブラケット61の下端の連結孔62に、下索条42の上端の環状端がシャックルを介して連結されたものとしてある。 As shown in FIG. 6, the upper end of the holding ring 6 is connected to the annular end of the lower end of the upper rope 41 of the hanging rope 4 via a shackle, and the lower end of the holding ring 6 is attached to the shackle. It is assumed that the annular end of the upper end of the lower cord 42 of the suspension cord 4 is connected via the holding ring 6, and the holding ring 6 has an inner diameter that is loosely fitted to the target reinforcing bar SB (for example, the outer diameter of the target reinforcing bar SB is 16 mm). In the case of, the inner diameter of the holding ring 6 can be 27.6 mm), and the cylinder 60 having a length of 200 mm to 1,000 mm is formed on the outer peripheral wall of the cylinder 60 in the centrifugal direction. A bracket 61, which has a length of 100 mm to 900 mm and is set to be retracted by about 50 mm (shackle size) at both ends closer to the center than both ends of the cylinder 60, is projected. Connecting holes 62 and 62 for connecting shackles are bored near the upper and lower ends of the bracket 61, respectively. The annular end is connected via a shackle, and the annular end at the upper end of the lower cord 42 is connected to the connecting hole 62 at the lower end of the bracket 61 via the shackle.

吊り索条4の下索条42の長さL1は、下索条42の下端のホールドバイスが、対象鉄筋SBの下端から、鉄筋継手施工長範囲L0(約300mmないし500mm)の直上付近となる同対象鉄筋SBの中途位置外周囲に着脱自在に仮結合された場合に、上索条41の下端および下索条42の上端の間に配し、連結された保持環6が、同対象鉄筋SBの上端寄り(対象鉄筋SBの上端から下端がわに約500mmの位置)となる中途部に遊嵌されたものとなるよう寸法設定されており、換言すると、対象鉄筋SBの全長Lから、約1,000mmを差し引いた長さL1に設定されたものとするのが望ましい。 The length L1 of the lower cord 42 of the suspension cord 4 is such that the hold vise at the lower end of the lower cord 42 is directly above the reinforcement joint construction length range L0 (about 300 mm to 500 mm) from the lower end of the target reinforcing bar SB. When the target reinforcing bar is temporarily connected to the outer periphery of the midway position of the target reinforcing bar, the holding ring 6 arranged and connected between the lower end of the upper cord 41 and the upper end of the lower cord 42 is the target reinforcing bar. The dimensions are set so that they are loosely fitted in the middle part near the upper end of the SB (the position where the lower end is about 500 mm from the upper end of the target reinforcing bar SB), in other words, from the total length L of the target reinforcing bar SB. It is desirable that the length is set to L1 minus about 1,000 mm.

さらに、表現を変えて示すならば、下索条42が直線状とされた場合の、保持環6の下端からホールドバイス5までの距離が、対象鉄筋SBの全長Lから約1,000mmを差し引いた長さL1に設定されたものとするのが良く、さらに、下端から鉄筋継手施工長範囲L0(約300mmないし500mm)の直上付近となる中途位置に、ホールドバイス5が仮結合された同対象鉄筋SBは、同対象鉄筋SBの上端から500mm、同対象鉄筋SBの下端寄りとなる中途位置に、保持環6の下端が対応する配置関係となるよう下索条42の長さL1が設定されたものとなっており、例えば、対象鉄筋SBの全長Lが、4,500mmの場合、下索条42の長さL1が、約3,500mmとするのが良く、また、対象鉄筋SBの全長Lが、4,500mmの場合、保持環6の下端からホールドバイス5までの距離が約3,500mmに設定されたものとするのが良い。 Further, if the expression is changed, the distance from the lower end of the holding ring 6 to the hold vise 5 when the lower cord 42 is linear is obtained by subtracting about 1,000 mm from the total length L of the target reinforcing bar SB. It is better to set the length to L1, and further, the hold vise 5 is temporarily connected to the same object at the middle position near the upper end of the reinforcing bar joint construction length range L0 (about 300 mm to 500 mm). The length L1 of the lower cord 42 is set in the reinforcing bar SB so that the lower end of the holding ring 6 has a corresponding arrangement relationship at an intermediate position 500 mm from the upper end of the target reinforcing bar SB and near the lower end of the target reinforcing bar SB. For example, when the total length L of the target reinforcing bar SB is 4,500 mm, the length L1 of the lower cord 42 is preferably about 3,500 mm, and the total length of the target reinforcing bar SB is set to about 3,500 mm. When L is 4,500 mm, it is preferable that the distance from the lower end of the holding ring 6 to the hold vise 5 is set to about 3,500 mm.

さらに、図9を参照し、別の表現で示すと、吊り索条4(41,42)が直線状に垂下された場合の、保持環6の下端からホールドバイス5までの距離L1が、対象鉄筋SBの全長Lから、鉄筋継手施工長範囲L0、保持環6の上下端間長L2、および、保持環6の上端から上方に突出する対象鉄筋SBの上端露出長L3の総和長(L0+L2+L3)を差し引いた直線距離L1に設定されたものとするのが良く、さらにまた、表現を変えると、吊り索条4(41,42)が直線状に垂下された場合の、保持環6の下端からホールドバイス6までの吊り索条4(42)の長さL1が、対象鉄筋SBの全長Lから、鉄筋継手施工長範囲L0、保持環6の上下端間長L2、および、保持環6の上端から上方に突出する対象鉄筋SBの上端露出長L3の総和長(L0+L2+L3)を差し引いた長さL1に設定されたものとするのが良いといえる。 Further, referring to FIG. 9, in another expression, the distance L1 from the lower end of the holding ring 6 to the hold vise 5 when the hanging cord 4 (41, 42) is hung in a straight line is the target. From the total length L of the reinforcing bar SB, the total length (L0 + L2 + L3) of the reinforcing bar joint construction length range L0, the length between the upper and lower ends of the holding ring 6, and the upper end exposed length L3 of the target reinforcing bar SB projecting upward from the upper end of the holding ring 6. It is better to set the linear distance L1 by subtracting The length L1 of the suspension rope 4 (42) up to the hold vise 6 is from the total length L of the target reinforcing bar SB to the reinforcing bar joint construction length range L0, the length between the upper and lower ends of the holding ring 6, L2, and the upper end of the holding ring 6. It can be said that it is better to set the length L1 by subtracting the total length (L0 + L2 + L3) of the upper end exposed length L3 of the target reinforcing bar SB protruding upward from the above.

図7に示すように、保持環6には、前記ブラケット61が、保持位置調節機構63に置き換えられたものとすることが可能であり、保持位置調節機構63は、吊り索条4が、上索条41と下索条42とに分割されておらず、上端の繋着部40からホールドバイス5が設けられた下端まで連続する一本のワイヤーロープからなるものとされ、保持環6は、保持位置調節機構63を介して吊り索条4の中途部に対し、同吊り索条4に沿って進退自在に移動および仮固定可能なものとされており、例えば、保持環6の筒体60の外周壁から、矩形平板状であって吊り索条4の外周囲の一部に嵌合する縦溝65が刻設された主フランジ64が、筒体60の軸心方向に平行に立設され、主フランジ64および同縦溝65との間に間隔を隔てて対峙するよう、筒体60の軸心方向に平行な対峙フランジ66が立設され、対峙フランジ66の両端および両端間の中央には、夫々縦溝65に対応する雌ネジ孔と、それら雌ネジ孔に螺着されたボルト67であって、ボルト67の先端に、吊り索条4の外周囲の一部に嵌合する抑え溝を有し、ボルトが回転した場合にも回転しないよう、ボルト67の軸心上に軸着された抑え駒68を有した抑えボルト67,67,67が設けられ、主フランジ64の縦溝65と、抑えボルト67,67,67の抑え駒68,68,68との間に、吊り索条4の中途部を挟み込み、保持環6が吊り索条4の長さ方向に移動調節された上、抑えボルト67,67,67が締め付けられ、保持環6が吊り索条4に対して位置決め、仮固定されたものとなっている。 As shown in FIG. 7, in the holding ring 6, the bracket 61 can be replaced with the holding position adjusting mechanism 63, and the holding position adjusting mechanism 63 has the suspension bolt 4 on the upper part. It is not divided into a cord 41 and a lower cord 42, and is composed of a single wire rope continuous from the connecting portion 40 at the upper end to the lower end provided with the hold vise 5, and the holding ring 6 is composed of a single wire rope. The suspension bolt 4 can be freely moved and temporarily fixed to the middle portion of the suspension bolt 4 via the holding position adjusting mechanism 63. For example, the cylinder 60 of the holding ring 6 can be moved and temporarily fixed. A main flange 64, which has a rectangular flat plate shape and has a vertical groove 65 engraved to fit a part of the outer circumference of the suspension cable 4, is erected parallel to the axial direction of the cylinder 60. A facing flange 66 parallel to the axial direction of the cylinder 60 is erected so as to face the main flange 64 and the vertical groove 65 at a distance, and the center between both ends of the facing flange 66 and both ends. Each includes a female screw hole corresponding to the vertical groove 65 and a bolt 67 screwed into the female screw hole, and is fitted to a part of the outer periphery of the suspension rope 4 at the tip of the bolt 67. Holding bolts 67, 67, 67 having holding grooves and holding holding pieces 68 axially attached on the axis of the bolt 67 so as not to rotate even when the bolt rotates are provided, and the vertical length of the main flange 64 is provided. The middle part of the hanging cable 4 is sandwiched between the groove 65 and the holding pieces 68, 68, 68 of the holding bolts 67, 67, 67, and the holding ring 6 is moved and adjusted in the length direction of the hanging line 4. In addition, the holding bolts 67, 67, 67 are tightened, and the holding ring 6 is positioned and temporarily fixed to the suspension cord 4.

図8に示されるように、位置決め筒7は、対象鉄筋SBに同対象鉄筋SBの下端がわから遊嵌可能な一辺が50mmの正方形の開口70を有する全長500mmの鋼管製であって、該開口70から鉄筋継手施工長L0(300mmないし500mm)と同じか、それより僅かに浅いケージ長LS(300mm)の位置かの何れか一方に装着深さ規制底71を有し、吊り索条4に繋着されない別体のものとして一本の鉄筋ホルダー3に一個の組み合わせとなるよう設けられたものであり、開口70の近傍となる外周壁の少なくとも一側壁に鋼棒がコ字状に折曲されてなるハンドル74が、同ハンドル74の両端を熔接されて一体化されたものとされ、図8の(a)に示すように、装着深さ規制底71が、開口70から鉄筋継手施工長L0(300mmないし500mm)と同じか、それより僅かに浅いケージ長LS(300mm)の位置かの何れか一方の外周壁幅の中央から、対峙する外周壁幅の中央に架けわたすよう貫通され、両端が熔接によって固着された一本の規制鋼棒72と、該規制鋼棒72の直下に接合するよう、平面視十字状に交叉するよう配意され同様に熔接された一本の規制鋼棒72とからなり、したがって、十字状に交叉された合計二本の規制鋼棒72,72からなるものとすることが可能できる外、図8の(b)に示してあるように、位置決め筒7の装着深さ規制底71が、開口70から鉄筋継手施工長L0(300mmないし500mm)と同じか、それより僅かに浅いケージ長LS(300mm)の位置かの何れか一方のL字断面形に隣接する内壁間から、開口70とは反対がわの基端付近まで達する長さであって、位置決め筒7の外壁幅の約1/2の外径の円形の鋼管からなる規制パイプ73が熔接によって結合されたものとすることができる。 As shown in FIG. 8, the positioning cylinder 7 is made of a steel pipe having a total length of 500 mm and having a square opening 70 having a side of 50 mm that can be loosely fitted to the target reinforcing bar SB from the lower end of the target reinforcing bar SB. It has a mounting depth regulation bottom 71 at either the position of the cage length LS (300 mm), which is the same as or slightly shallower than the reinforcing bar joint construction length L0 (300 mm to 500 mm) from 70, and is attached to the suspension line 4. As a separate body that is not connected, it is provided so that it is a combination of one reinforcing bar holder 3, and a steel rod is bent in a U shape on at least one side wall of the outer peripheral wall near the opening 70. It is assumed that the handle 74 is integrated by welding both ends of the handle 74, and as shown in FIG. 8A, the mounting depth regulation bottom 71 has a reinforcing bar joint construction length from the opening 70. It is penetrated from the center of the outer wall width of either the same as L0 (300 mm to 500 mm) or a position of the cage length LS (300 mm) slightly shallower to the center of the opposite outer wall width. One regulated steel rod 72 whose ends are fixed by welding and one regulated steel rod that is similarly welded and arranged to intersect in a cross shape in a plan view so as to be joined directly under the regulated steel rod 72 . The positioning tube 7 consists of 72, and thus can consist of a total of two regulated steel bars 72, 72 crossed in a cross, as shown in FIG. 8 (b). The mounting depth regulation bottom 71 is in the L-shaped cross section of either the same position as the reinforcing bar joint construction length L0 (300 mm to 500 mm) from the opening 70 or the position of the cage length LS (300 mm) slightly shallower than that. A regulation pipe 73 made of a circular steel pipe having a length extending from between adjacent inner walls to the vicinity of the base end of the ridge opposite to the opening 70 and having an outer diameter of about ½ of the outer wall width of the positioning cylinder 7 is welded. Can be combined by.

(実施例1の作用・効果)
以上のとおりの構成からなるこの発明の鉄筋ホルダー3は、図1ないし図6および図8ないし図13(図中の天秤2を除いた一本の鉄筋ホルダー3のみを参照のこと)に示すように、鉄筋継手の施工、例えば、一本の下鉄筋UBの上端に、上鉄筋となる一本の対象鉄筋SBの下端をガス圧接するのに使用することができ、その工程について、図13のフローチャートを参照して示すと、玉掛け・鉄筋継手作業員が、端面をガス圧接用に仕上げ加工した対象鉄筋SBを、仕上げ端面が汚損せぬよう、地上の枕木(図示せず)などの上に水平姿勢に配し(A)、図1および図9に示すように、玉掛け・鉄筋継手作業員が、対象鉄筋SBの仕上げ加工された一端(吊り上げ縦姿勢の下端)に対し、位置決め筒7を、対象鉄筋SBの下端が、開口70から装着深さ規制底71に当接する深さまで外装(B)した後、クレーンオペレーターが、クレーンのフック(図示せず)がわに、吊り索条4上端の繋着部40を介して吊下された鉄筋ホルダー3を、水平姿勢に配された対象鉄筋SBの近傍まで誘導(C)し、玉掛け作業員が、保持環6を、対象鉄筋SBの他端(吊り上げ縦姿勢の上端)がわから遊嵌(D)すると共に、ホールドバイス5を、対象鉄筋SBの下端から、鉄筋継手施工長範囲L0の直上付近となる位置決め筒7の開口70付近となる対象鉄筋SBの中途位置外周囲に配し、緊締駒53を締め付けて仮結合(E)することとなるが、図5に示すように、緊締駒53の螺合方向の締め付けに際し、接合子54は対象鉄筋SBの外周壁に対して無回転で接合するから、対象鉄筋SBに不要な損傷を与えてしまうことを防げる。
(Action / effect of Example 1)
As shown in FIGS. 1 to 6 and FIGS. 8 to 13 (see only one reinforcing bar holder 3 excluding the balance 2 in the figure), the reinforcing bar holder 3 of the present invention having the above configuration is shown. In addition, it can be used to construct a reinforcing bar joint, for example, to gas press contact the lower end of one target reinforcing bar SB, which is the upper reinforcing bar, to the upper end of one lower reinforcing bar UB. As shown in the flow chart, the slinging / reinforcing bar joint worker puts the target reinforcing bar SB whose end face has been finished for gas pressure welding on a pillow tree (not shown) on the ground so that the finished end face will not be soiled. Arranged in the horizontal posture (A), as shown in FIGS. 1 and 9, the slinging / reinforcing bar joint worker places the positioning cylinder 7 on one end (the lower end of the lifting vertical posture) of the target reinforcing bar SB that has been finished. After the lower end of the target reinforcing bar SB is exteriorized (B) from the opening 70 to the depth where it abuts on the mounting depth regulation bottom 71, the crane operator puts the hook (not shown) of the crane on the upper end of the hanging cable 4 The reinforcing bar holder 3 suspended via the connecting portion 40 of the above is guided (C) to the vicinity of the target reinforcing bar SB arranged in the horizontal posture, and the slinging worker holds the holding ring 6 in addition to the target reinforcing bar SB. The end (upper end of the lifting vertical posture) is loosely fitted (D), and the hold vise 5 is placed near the opening 70 of the positioning cylinder 7 which is directly above the reinforcing bar joint construction length range L0 from the lower end of the target reinforcing bar SB. Arranged around the outside of the midway position of the target reinforcing bar SB, the tightening piece 53 is tightened to temporarily connect (E). As shown in FIG. 5, when tightening the tightening piece 53 in the screwing direction, the joint 54 Is joined to the outer peripheral wall of the target reinforcing bar SB without rotation, so that it is possible to prevent unnecessary damage to the target reinforcing bar SB.

図9に示すように、クレーンオペレーターが、クレーンによって鉄筋ホルダー3、および、それに組み込まれた一本の対象鉄筋SBを垂下姿勢とするまで吊り上げると、吊り索条4の上索条41に引き吊られた保持環6が、ホールドバイス5から下索条42の長さL1の位置に移動され、保持環6の上端から上方に露出する対象鉄筋SBの上端の突出量が自動的に上端露出長L3となり、位置決め筒7が、自重によって自ずと脱抜(F)して地上に残されたものとなり、対象鉄筋SBの下端寄り(鉄筋継手施工長範囲L0の直上付近)が、ホールドバイス5によって確実に挟持され、対象鉄筋SBの上端寄りが、横転しないよう、保持環6によって緩やかに(ホールドバイス5の仮結合が解かれた場合に脱抜可能となる状態に)保持されたものとなり、クレーンオペレーターが、クレーンおよびそれに吊下された鉄筋ホルダー3によって対象鉄筋SBを接続対象の下鉄筋UB付近まで搬送(J)し、鉄筋継手施工場所で待機していた玉掛け・鉄筋継手作業員が、一本の下鉄筋UBに一本の対象鉄筋SBを対応させ(N)、さらに、下鉄筋UBの上端に対象鉄筋SBの下端を同心上に突き合わせ(P)、図11に示すように、下鉄筋UBの上端付近と対象鉄筋SBの下端付近との間に圧接器PMを組み込んで鉄筋継手の施工準備を行い(Q)、圧接器PMによって下鉄筋UBの上端と対象鉄筋SBの下端とを固定した後、ホールドバイス5の仮結合を解き(R)、玉掛け・鉄筋継手作業員から離脱の連絡を受けたクレーンオペレーターが、クレーンによって鉄筋ホルダー3を保持環6およびホールドバイス5諸共引き上げ、離脱させ(S)、図12に示すように、鉄筋継手作業員が、下鉄筋UBの上端と対象鉄筋SBの下端との間にバーナーBNによる外周囲からの加熱、および、圧接器PMによる軸方向の突き合わせ圧力を加えてガス圧接するよう施工することが可能となり、従って、鉄筋継手施工場所に居る玉掛け・鉄筋継手作業員は、高所に移動することなく、鉄筋継手を施工する同じ場所で鉄筋ホルダー3の離脱作業と、鉄筋継手の施工とを相次いで行うことが可能となる。 As shown in FIG. 9, when the crane operator lifts the reinforcing bar holder 3 and one target reinforcing bar SB incorporated in the reinforcing bar holder 3 by the crane until the target reinforcing bar SB is in the hanging posture, the crane operator suspends the reinforcing bar holder 3 and the upper reinforcing bar 41 of the hanging rope strip 4. The holding ring 6 is moved from the hold vise 5 to the position of the length L1 of the lower cord 42, and the protrusion amount of the upper end of the target reinforcing bar SB exposed upward from the upper end of the holding ring 6 is automatically the upper end exposed length. It becomes L3, and the positioning cylinder 7 is naturally removed (F) by its own weight and left on the ground, and the hold vise 5 ensures that the vicinity of the lower end of the target reinforcing bar SB (near directly above the reinforcing bar joint construction length range L0). The target reinforcing bar SB is held by the holding ring 6 gently (so that it can be removed when the temporary connection of the hold vise 5 is released) so that the upper end of the target reinforcing bar SB is not overturned. The operator transports the target reinforcing bar SB to the vicinity of the lower reinforcing bar UB to be connected (J) by the crane and the reinforcing bar holder 3 suspended from it, and the slinging / reinforcing bar joint worker who has been waiting at the reinforcing bar joint construction site is one. One target reinforcing bar SB is made to correspond to the lower reinforcing bar UB of the book (N), and the lower end of the target reinforcing bar SB is concentrically abutted against the upper end of the lower reinforcing bar UB (P). A pressure welding device PM is installed between the vicinity of the upper end of the UB and the lower end of the target reinforcing bar SB to prepare for the construction of the reinforcing bar joint (Q), and the upper end of the lower reinforcing bar UB and the lower end of the target reinforcing bar SB are fixed by the pressure welding device PM. After that, the temporary connection of the hold vise 5 is released (R), and the crane operator who receives the notification of the detachment from the slinging / reinforcing bar joint worker pulls up and detaches the holding ring 6 and the hold vise 5 by the crane. (S), as shown in FIG. 12, a reinforcing bar joint worker heats from the outer circumference by a burner BN between the upper end of the lower reinforcing bar UB and the lower end of the target reinforcing bar SB, and axially by the pressure welding device PM. It is possible to apply butt pressure and perform gas pressure contact, so the slinging / reinforcing bar joint worker at the reinforcing bar joint construction site can perform the reinforcing bar holder at the same location where the reinforcing bar joint is constructed without moving to a high place. It is possible to carry out the detaching work of 3 and the construction of the reinforcing bar joint one after another.

前記実施例1に示した、この発明の根幹をなす鉄筋ホルダー3を利用したこの発明の鉄筋吊上げ装置1は、図1ないし図11に示すように、水平方向の間隔を隔てた複数の吊下部23,23,……が設けられた天秤枠22を有し、クレーンのフックに吊り下げ可能とされた天秤2が設けられ、索条4の上端に天秤2の吊下部23に繋着される繋着部40を有する吊り索条4が設けられ、該吊り索条4の下端に、対象鉄筋SBの下端から、鉄筋継手施工長範囲L0の直上付近となる同対象鉄筋SBの中途位置外周囲に着脱自在に仮結合可能なホールドバイス5が設けられ、該吊り索条4のホールドバイス5が設けられた下端から、該ホールドバイス5に仮結合された場合の対象鉄筋SBの上端寄りに対峙する該吊り索条4の中途部に、同対象鉄筋SBの上端寄りに遊嵌する少なくとも一個の保持環6が設けられた鉄筋ホルダー3の複数本が、該天秤2の天秤枠21の互いに間隔を隔てた少なくとも二箇所の吊下部23,23の夫々に、互いに略均衡する配置となるよう吊下されたものとしてなる、この発明の鉄筋吊上げ装置における代表的な一実施例を示すものである。 As shown in FIGS. 1 to 11, the reinforcing bar lifting device 1 of the present invention using the reinforcing bar holder 3 which is the basis of the present invention, which is shown in the first embodiment, has a plurality of suspending lower portions spaced apart in the horizontal direction. A balance 2 having a balance frame 22 provided with 23, 23, ... A suspension rope 4 having a connecting portion 40 is provided, and at the lower end of the suspension rope 4, the outer periphery of the middle position of the target reinforcing bar SB located immediately above the reinforcing bar joint construction length range L0 from the lower end of the target reinforcing bar SB. A hold vise 5 that can be temporarily connected to the hold vise 5 is provided on the sill, and faces the upper end of the target reinforcing bar SB when the hold vise 5 is temporarily connected to the hold vise 5 from the lower end of the suspension rope 4 provided with the hold vise 5. A plurality of reinforcing bar holders 3 provided with at least one holding ring 6 loosely fitted near the upper end of the target reinforcing bar SB in the middle of the hanging rope strip 4 are spaced apart from each other by the balance frame 21 of the balance 2. It is a typical embodiment of the reinforcing bar lifting device of the present invention, which is suspended so as to be arranged so as to be substantially balanced with each other at at least two suspension portions 23, 23 separated from each other. ..

それら各図からも明確に把握できるとおり、この発明の鉄筋吊上げ装置1は、その天秤2が、横幅の長い長方形状の鋼板製であって、横幅間の等間隔となる合計6カ所の夫々に、板厚方向に貫通する吊下部23としての吊下孔23,23,……が設けられた天秤枠22を有し、該天秤枠22の左右端の吊下孔23,23に対し、シャックルを介して、クレーンのフックに繋着されるマスターリンク20から、二点吊りワイヤーをなすよう、二本垂下された天秤索条21,21の下端に設けられたフックが繋着され、該天秤枠22の左右端から二つ目の吊下孔23,23に対し、図1、図2、図4、図9および図10に示すように、左右何れか一方の吊下孔23に、二連シャックル(シャックル二個)および一個のフックを介して、三本の鉄筋ホルダー3,3,3の吊り索条4の上索条41上端の繋着部40が連結され、また、左右何れか他方の吊下孔23に、二連シャックル(シャックル二個)および一個のフックを介して、二本の鉄筋ホルダー3,3の吊り索条4の上索条41上端の繋着部40が連結され、合計五本の鉄筋ホルダー3,3,……が吊下されてなるものとなっている。 As can be clearly understood from each of these figures, in the reinforcing bar lifting device 1 of the present invention, the balance 2 is made of a rectangular steel plate having a long width, and the balance 2 is made of a rectangular steel plate having a long width. The balance frame 22 is provided with hanging holes 23, 23, ... As a hanging lower portion 23 penetrating in the plate thickness direction, and a shackle is provided with respect to the hanging holes 23, 23 at the left and right ends of the balance frame 22. From the master link 20 connected to the hook of the crane via the above, hooks provided at the lower ends of the two hanging balance cords 21 and 21 are connected so as to form a two-point suspension wire, and the balance is connected. As shown in FIGS. 1, 2, 4, 9, and 10, with respect to the second hanging holes 23 and 23 from the left and right ends of the frame 22, there are two hanging holes 23 on either the left or right side. The connecting portion 40 at the upper end of the upper cord 41 of the suspension cord 4 of the three reinforcing bar holders 3, 3 and 3 is connected via a continuous shackle (two shackles) and one hook, and either left or right. The connecting portion 40 at the upper end of the upper cord 41 of the suspension cord 4 of the two reinforcing bar holders 3 and 3 is connected to the other suspension hole 23 via a double shackle (two shackles) and one hook. A total of five reinforcing bar holders 3, 3, ... Are suspended.

図1および図10に示すように、この発明の鉄筋吊上げ装置1には、カバーバケット8が組み合わされており、カバーバケット8は、合計5本吊下された鉄筋ホルダー3,3,……の中の何れか一本の吊り索条4の下索条42の下端寄りの適所に対し、対象鉄筋SBの下端、および、対象鉄筋SBの下端寄りの外周囲を包囲可能な軟質素材であるキャンバス生地製の遊底円筒形状の袋体8であって、該袋体8の直径方向に対峙する開口縁に持ち手状の吊り帯が架け渡し結合され、該吊り帯にシャックルおよびフックが接続されてなり、該吊り索条4の下索条42の下端寄りの適所に着脱自在に繋着する吊着部80を有すると共に、該吊着部80を有する袋体8の吊着部80などの適所に介錯ロープ81が吊下されたものであり、さらに、カバーバケット8の吊着部80などの適所には、クレーン移動中の鉄筋吊上げ装置1の回転や振れを減衰可能な錘82が、シャックルおよびフックを介して接続されたものとすることができる。 As shown in FIGS. 1 and 10, a cover bucket 8 is combined with the reinforcing bar lifting device 1 of the present invention, and the cover bucket 8 has a total of five suspended reinforcing bar holders 3, 3, .... Canvas, which is a soft material that can surround the lower end of the target reinforcing bar SB and the outer circumference near the lower end of the target reinforcing bar SB, in place near the lower end of the lower rope 42 of the hanging rope 4 of any one of the inside. A breech-bottomed cylindrical bag 8 made of fabric, in which a handle-shaped suspension band is bridged and connected to an opening edge facing the diameter direction of the bag body 8, and a shackle and a hook are connected to the suspension band. Therefore, it has a hanging part 80 that is detachably connected to a suitable place near the lower end of the lower rope 42 of the hanging rope 4, and also has a suitable place such as a hanging part 80 of the bag body 8 having the hanging part 80. A weight 82 capable of dampening the rotation and runout of the reinforcing bar lifting device 1 while the crane is moving is shackled at an appropriate position such as the hanging portion 80 of the cover bucket 8. And can be connected via hooks.

(実施例2の作用・効果)
以上のとおりの構成からなるこの発明の鉄筋ホルダー3を利用した鉄筋吊上げ装置1は、図1ないし図6および図8ないし図13に示すように、鉄筋継手の施工、より具体的には、下鉄筋UBの上端に、上鉄筋となる対象鉄筋SBの下端をガス圧接するのに使用することができ、その工程について図14のフローチャートを参照しながら以下に示して行くこととする。
(Action / effect of Example 2)
As shown in FIGS. 1 to 6 and 8 to 13, the reinforcing bar lifting device 1 using the reinforcing bar holder 3 of the present invention having the above-mentioned configuration is the construction of the reinforcing bar joint, more specifically, the lower part. The lower end of the target reinforcing bar SB, which is the upper reinforcing bar, can be used for gas pressure welding to the upper end of the reinforcing bar UB, and the process will be described below with reference to the flowchart of FIG.

玉掛け・鉄筋継手作業員が、端面をガス圧接用に仕上げ加工した合計五本の対象鉄筋SB,SB,……を地上の枕木(図示せず)などの上に互いに平行且つ適宜間隔を隔てて隣接するよう水平姿勢に配し(A)、一本の対象鉄筋SBに一本ずつの位置決め筒7が装着されるよう、しかも対象鉄筋SBの下端が、開口70から装着深さ規制底71に当接する深さまで外装(B)されたものとした後、クレーンオペレーターが、クレーンのフック(図示せず)に吊下された鉄筋吊上げ装置1を、水平姿勢に配置された複数本の対象鉄筋SB,SB,……の近傍まで誘導(C)し、図9に示すように、玉掛け作業員が、一本の対象鉄筋SBに一本の鉄筋ホルダー3を組み込むよう、対象鉄筋SBの上端寄りの外周囲に保持環6を遊嵌状に外装(D)すると共に、対象鉄筋SBの下端が当接された、位置決め筒7の装着深さ規制底71から開口70までのゲージ長LSより僅かに長い、鉄筋継手施工長範囲Lの直上付近となる対象鉄筋の中途位置外周囲にホールドバイス5を仮結合(E)し、合計五本の対象鉄筋SB,SB,……の夫々に鉄筋ホルダー3,3,……を組み込んだ後、クレーンオペレーターが、対象鉄筋SB,SB,……が垂下姿勢となるまで鉄筋吊上げ装置1を吊り上げると、位置決め筒7,7,……が、自重によって自ずと脱抜(F)して地上に残されたものとなる。 A total of five target reinforcing bars SB, SB, ..., whose end faces have been finished for gas pressure welding, are placed parallel to each other and at appropriate intervals on ground pillows (not shown) by slinging / reinforcing bar joint workers. Arranged in a horizontal posture so as to be adjacent to each other (A) so that one positioning cylinder 7 is mounted on each target reinforcing bar SB, and the lower end of the target reinforcing bar SB is from the opening 70 to the mounting depth regulation bottom 71. After making the exterior (B) to the depth of contact, the crane operator puts the reinforcing bar lifting device 1 suspended on the hook (not shown) of the crane into a plurality of target reinforcing bars SB arranged in a horizontal posture. , SB, .... (C), and as shown in FIG. 9, the slinging worker is located near the upper end of the target reinforcing bar SB so that the slinging worker incorporates one reinforcing bar holder 3 into one target reinforcing bar SB. The holding ring 6 is loosely fitted around the outer circumference (D), and the lower end of the target reinforcing bar SB is abutted against the gauge length LS from the mounting depth regulation bottom 71 to the opening 70 of the positioning cylinder 7. Temporarily connect (E) a hold vise 5 around the outside of the midway position of the target rebar that is near the long, rebar joint construction length range L 0 , and a total of five target rebar holders for each of the five target rebars SB, SB, ... After incorporating 3, 3, ..., when the crane operator lifts the reinforcing bar lifting device 1 until the target reinforcing bars SB, SB, ... are in the hanging posture, the positioning cylinders 7, 7, ... It will be left on the ground after being removed (F).

玉掛け作業員は、垂下姿勢となった五本の対象鉄筋SB,SB,……の上下端間の適所の外周囲をなまし鉄線(図示せず)などを用いて一括りに結束(G)し、図10に示すように、束ねられた五本の対象鉄筋SB,SB,……の下端を覆うようカバーバケット8を装着し、カバーバケット8の吊着部80を、シャックルおよびフックを介して、五本の中の何れか一本の吊り索条4の下索条42下端の環状端か、同環状端に連結されたシャックルかの何れか一方に着脱自在に繋着(H)し、玉掛け作業を完了すると、玉掛け作業終了の連絡を受けたクレーンオペレーターが、クレーンによって接続対象の五本以上の複数本の下鉄筋UB,UB,……が立設された鉄筋継手の施工場所まで搬送(J)し、この搬送(J)の際、カバーバケット8などの適所に錘82が繋着されてなるものの場合には、鉄筋吊上げ装置1の回転や振れが格段に抑制されるものとなり、横風に煽られた場合にも搬送の安全性をより高めるものとなり、下鉄筋UB,UB,……が有る鉄筋継手の施工場所で待機している玉掛け・鉄筋継手作業員は、鉄筋吊上げ装置1およびそれに吊下された五本の対象鉄筋SB,SB,……を、カバーバケット8の介錯ロープ81を用いて接続対象の五本以上の複数本の下鉄筋UB,UB,……上まで誘導(K)し、吊着部80を吊り索条4の下索条42の下端寄りの適所から離脱させ、カバーバケットを取り外し(L)、五本の対象鉄筋SB,SB,……からなまし鉄線(図示せず)などの結束具を解き外し(M)、一本の下鉄筋UBに一本の対象鉄筋SBを対応させる(N)よう、下鉄筋UBの上端に対象鉄筋SBの下端を同心上に突き合わせ(P)、図11に示すように、下鉄筋UBの上端付近と対象鉄筋SBの下端付近との間に圧接器PMを組み込んで鉄筋継手の施工準備(Q)を行うが、この際、クレーンによる吊り上げ前に位置決め筒7の外装によって対象鉄筋SBの下端がわに確保された鉄筋継手施工長範囲L0の上にホールドバイス5が仮結合されているから、圧接器PMがホールドバイス5に緩衝することなく、円滑に装着可能となる。 The slinging worker bundles the outer circumference of the five target reinforcing bars SB, SB, ... Then, as shown in FIG. 10, the cover bucket 8 is attached so as to cover the lower ends of the five bundled target reinforcing bars SB, SB, ..., And the hanging portion 80 of the cover bucket 8 is passed through the shackle and the hook. Then, it is detachably connected (H) to either the annular end at the lower end of the lower cord 42 of the hanging rope 4 of any one of the five, or the shackle connected to the annular end. When the slinging work is completed, the crane operator who has been notified that the slinging work is completed will reach the construction site of the reinforcing bar joint where five or more lower reinforcing bars UB, UB, ... In the case of transport (J) and the weight 82 is connected to an appropriate place such as the cover bucket 8 during this transport (J), the rotation and runout of the reinforcing bar lifting device 1 are significantly suppressed. , Even if it is blown by a crosswind, the safety of transportation will be further enhanced. 1 and the five target reinforcing bars SB, SB, ... Suspended from it, to the top of the five or more lower reinforcing bars UB, UB, ... to be connected using the interstitial rope 81 of the cover bucket 8. Guidance (K) is performed, the suspension portion 80 is separated from the appropriate position near the lower end of the lower cord 42 of the suspension rod 4, the cover bucket is removed (L), and the five target reinforcing bars SB, SB, ... Untie the binding tool such as the crane wire (not shown) (M), and make one target reinforcing bar SB correspond to one lower reinforcing bar UB (N). (P), and as shown in FIG. 11, a pressure welding device PM is incorporated between the vicinity of the upper end of the lower reinforcing bar UB and the vicinity of the lower end of the target reinforcing bar SB to prepare for the construction of the reinforcing bar joint (Q). At this time, since the hold vise 5 is temporarily connected on the reinforcing bar joint construction length range L0 in which the lower end of the target reinforcing bar SB is secured by the exterior of the positioning cylinder 7 before being lifted by the crane, the pressure welding device PM is It can be smoothly mounted without being buffered by the hold vise 5.

玉掛け・鉄筋継手作業員は、下鉄筋UBの上端と対象鉄筋SBの下端とが圧接器PMによって仮固定された後、ホールドバイス5の仮結合を解き(R)、同様の圧接器PMを組み込む鉄筋継手の施工準備作業(N),~(R)を、5本の対象鉄筋SBについて順次行った後、玉掛け・鉄筋継手作業員から、鉄筋継手の施工準備作業(N),~(R)の完了の連絡を受けたクレーンオペレーターが、クレーンによって鉄筋吊上げ装置1を引き上げ、離脱(S)させ、図12に示すように、鉄筋継手作業員は、下鉄筋UBの上端と対象鉄筋SBの下端との間にバーナーBNによる外周囲からの加熱、および、圧接器PMによる軸方向の突き合わせ圧力を加えてガス圧接(T)し、同様のガス圧接(T)作業を五本の下鉄筋UB,UB,……の上端と、五本の対象鉄筋SB,SB,……の下端との間に施工し、五本分の鉄筋継手の施工を完了するものであり、以上の鉄筋継手の施工方法(A),~(T)を繰り返すようにして、対象鉄筋SBの五本単位の鉄筋継手の施工を格段に効率的且つ安全に行うことができるものとなる。 After the upper end of the lower reinforcing bar UB and the lower end of the target reinforcing bar SB are temporarily fixed by the pressure welding device PM, the slinging / reinforcing bar joint worker disengages the temporary connection of the hold vise 5 (R) and incorporates the same pressure welding device PM. Reinforcing bar joint construction preparation work (N), ~ (R) is performed sequentially for the five target reinforcing bar SBs, and then the slinging / reinforcing bar joint worker starts the reinforcing bar joint construction preparation work (N), ~ (R). The crane operator who received the notification of the completion of the above pulls up the reinforcing bar lifting device 1 by the crane and detaches (S) it, and as shown in FIG. 12, the reinforcing bar joint worker moves the upper end of the lower reinforcing bar UB and the lower end of the target reinforcing bar SB. Gas pressure welding (T) is performed by applying heating from the outer circumference by the burner BN and axial butt pressure by the pressure welding device PM, and the same gas pressure welding (T) work is performed on the five lower reinforcing bars UB, It is constructed between the upper end of UB, ... and the lower end of the five target reinforcing bars SB, SB, ..., and the construction of five reinforcing bar joints is completed. By repeating (A) and (T), the construction of the five-unit reinforcing bar joint of the target reinforcing bar SB can be performed remarkably efficiently and safely.

(結 び)
叙述の如く、この発明の鉄筋ホルダー、それを利用した鉄筋吊上げ装置および鉄筋継手の施工方法は、その新規な構成によって所期の目的を遍く達成可能とするものであり、しかも製造も容易で、従前からのクレーン用の鉄筋吊り具技術に比較して大幅に、クレーンによる鉄筋の縦姿勢の吊り上げ搬送の効率および安全性を高め、鉄筋吊上げ装置を軽量且つ低廉化して遥かに経済的なものとすることができる上、鉄筋継手の施工の作業品質と作業効率とを大幅に改善し得るものとなることから、従前までは鉄筋継手の施工に要する工数の多さと、高所作業の安全性の確保の為に、作業員の削減や、工期の短縮化が困難な状況にあった建設業界はもとより、建築費の削減を希望する建築主においても高く評価され、広範に渡って利用、普及していくものになると予想される。
(Conclusion)
As described above, the reinforcing bar holder of the present invention, the reinforcing bar lifting device using the same, and the construction method of the reinforcing bar joint can achieve the intended purpose by the new configuration, and are easy to manufacture. Compared to the conventional reinforcing bar lifting tool technology for cranes, the efficiency and safety of vertical lifting and transporting of reinforcing bars by cranes have been greatly improved, and the reinforcing bar lifting device has been made lighter and cheaper, making it far more economical. In addition to being able to do this, the work quality and work efficiency of the rebar joint construction can be significantly improved. In order to secure it, it is highly evaluated not only by the construction industry, which was in a situation where it was difficult to reduce the number of workers and shortening the construction period, but also by the builder who wants to reduce the construction cost, and it is widely used and spread. It is expected that it will become something that will continue.

1 鉄筋吊上げ装置
2 天秤
20 同 マスターリンク
21 同 天秤索条
22 同 天秤枠
23 同 吊下部
3 鉄筋ホルダー
4 吊り索条
40 同 繋着部(上端)
41 同 上索条
42 同 下索条
L1 同 下索条の長さ(または保持環の下端からホールドバイスまでの距離)
5 ホールドバイス
50 同 吊上げ部
51 同 緊締機構
52 同 バイス部
53 同 緊締駒
54 同 接合子
6 保持環
60 同 筒体
L2 同 筒体長
61 同 ブラケット
62 同 連結孔
63 同 保持位置調節機構
64 同 主フランジ
65 同 縦溝
66 同 対峙フランジ
67 同 抑えボルト
68 同 抑え駒
7 位置決め筒
70 同 開口
71 同 装着深さ規制底
72 同 規制鋼棒
73 同 規制パイプ
74 同 ハンドル
LS 同 ゲージ長
8 カバーバケット(袋体)
80 同 吊着部
81 同 介錯ロープ
82 同 錘
SB 対象鉄筋(上鉄筋)
L 同 対象鉄筋の全長
L0 同 鉄筋継手施工長範囲
L3 同 上端露出長
UB 下鉄筋
PM 圧接器
BN 圧接用のガスバーナー
1 Reinforcing bar lifting device 2 Balance
20 Same Master Link
21 Same balance cord
22 Same balance frame
23 Same hanging lower part 3 Reinforcing bar holder 4 Suspended rope
40 Same connection part (upper end)
41 Same as above
42 Same underline
L1 Length of the lower cord (or the distance from the lower end of the holding ring to the hold vise)
5 Hold Vise
50 Same lifting part
51 Tightening mechanism
52 Same vise department
53 Twistlock piece
54 Same zygote 6 Retaining ring
60 Same cylinder
L2 Same cylinder length
61 Same bracket
62 Same connecting hole
63 Same holding position adjustment mechanism
64 Same main flange
65 Same vertical groove
66 Same facing flange
67 Same holding bolt
68 Same holding piece 7 Positioning cylinder
70 Same opening
71 Same mounting depth regulation bottom
72 Same regulated steel rod
73 The same regulation pipe
74 Same handle
LS same gauge length 8 cover bucket (bag body)
80 Same hanging part
81 Kaishakunin rope
82 Same weight SB Target rebar (upper rebar)
L Overall length of the target reinforcing bar
L0 Reinforcing bar joint construction length range
L3 Same upper end exposed length UB Lower reinforcing bar PM pressure welding device BN Gas burner for pressure welding

Claims (10)

索条の上端にクレーンがわに繋着される繋着部を有する吊り索条が設けられ、該吊り索条の下端に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合可能なホールドバイスが設けられ、該吊り索条のホールドバイスが設けられた下端から、該ホールドバイスに仮結合された場合の対象鉄筋の上端寄りに対峙する該吊り索条の中途部に、同対象鉄筋の上端寄りに遊嵌する少なくとも一個の保持環が設けられた上、対象鉄筋に対し同対象鉄筋の下端がわから遊嵌可能とされた開口を有する筒型であって、該開口から鉄筋継手施工長よりも僅かに短いゲージ長となる位置に装着深さ規制底を設けられた位置決め筒が、該吊り索条とは別体のものとして組み合わされたものとしてなることを特徴とする鉄筋ホルダー。 At the upper end of the rope, a suspension rope having a connecting portion to which the crane is connected is provided, and at the lower end of the suspension rope, from the lower end of the target reinforcing bar to the vicinity directly above the reinforcing bar joint construction length range. A hold vise that can be temporarily attached and detached is provided around the outside of the middle position of the target reinforcing bar, and from the lower end where the hold vise of the hanging cord is provided, it is closer to the upper end of the target reinforcing bar when it is temporarily connected to the hold vise. At least one holding ring that is loosely fitted near the upper end of the target reinforcing bar is provided in the middle of the hanging cable facing the target reinforcing bar, and the lower end of the target reinforcing bar can be loosely fitted to the target reinforcing bar. A tubular type with an opening, and a positioning cylinder with a mounting depth regulation bottom provided at a position where the gauge length is slightly shorter than the reinforcing bar joint construction length from the opening is separate from the suspension cord. Reinforcing bar holder characterized by being combined as. 索条の上端にクレーンがわに繋着される繋着部を有する吊り索条が設けられ、該吊り索条の下端に、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合可能なホールドバイスが設けられ、該吊り索条のホールドバイスが設けられた下端から、該ホールドバイスに仮結合された場合の対象鉄筋の上端寄りに対峙する該吊り索条の中途部に、同対象鉄筋の上端寄りに遊嵌する少なくとも一個の保持環が設けられた上、対象鉄筋に対し同対象鉄筋の下端がわから遊嵌可能とされた開口を有する筒型であって、該開口から鉄筋継手施工長よりも僅かに短いゲージ長となる位置に装着深さ規制底を設けられた位置決め筒が、該吊り索条とは別体のものとして組み合わされ、対象鉄筋への装着に際し、該対象鉄筋の下端がわから、該位置決め筒が、その装着深さ規制底に当接する深さまで外装され、当該保持環が、対象鉄筋の上端寄りの外周囲に遊嵌されると共に、当該ホールドバイスが、該位置決め筒の装着深さ規制底からゲージ長となる位置の開口に臨み、対象鉄筋の下端から、鉄筋継手施工長範囲の直上付近となる同対象鉄筋の中途位置外周囲に着脱自在に仮結合された上、該吊り索条の上端から、対象鉄筋の縦姿勢を維持するようクレーンに吊り上げ可能とされてなるものとしたことを特徴とする鉄筋ホルダー。 At the upper end of the rope, a suspension rope having a connecting portion to which the crane is connected is provided, and at the lower end of the suspension rope, from the lower end of the target reinforcing bar to the vicinity directly above the reinforcing bar joint construction length range. A hold vise that can be temporarily attached and detached is provided around the outside of the middle position of the target reinforcing bar, and from the lower end where the hold vise of the hanging cord is provided, it is closer to the upper end of the target reinforcing bar when it is temporarily connected to the hold vise. At least one holding ring that is loosely fitted near the upper end of the target reinforcing bar is provided in the middle of the hanging cable facing the target reinforcing bar, and the lower end of the target reinforcing bar can be loosely fitted to the target reinforcing bar. A tubular type with an opening, and a positioning cylinder with a mounting depth regulation bottom provided at a position where the gauge length is slightly shorter than the reinforcing bar joint construction length from the opening is separate from the suspension cord. When mounting on the target rebar, the lower end of the target rebar is known to the depth at which the positioning cylinder abuts on the mounting depth regulation bottom, and the holding ring is outside the upper end of the target rebar. While being loosely fitted around, the hold vise faces the opening at the position where the gauge length is from the mounting depth regulation bottom of the positioning cylinder, and from the lower end of the target reinforcing bar, it is near directly above the reinforcing bar joint construction length range. It is characterized in that it is temporarily connected to the outer periphery of the middle position of the target reinforcing bar in a detachable manner, and can be lifted from the upper end of the hanging cord to a crane so as to maintain the vertical posture of the target reinforcing bar. Reinforcing bar holder. 保持環が、対象鉄筋に遊嵌する内径、および、20cmないし100cmの長さの筒体からなり、該筒体の外周壁に、吊り索条の中途部に繋着可能、且つ、吊り索条の下端のホールドバイスから保持環までの距離を調節可能な保持位置調節機構が設けられてなる、請求項1または請求項2何れか一方記載の鉄筋ホルダー。 The holding ring is composed of an inner diameter that is loosely fitted to the target reinforcing bar and a cylinder having a length of 20 cm to 100 cm, and can be connected to the outer peripheral wall of the cylinder at the middle part of the suspension cord. The reinforcing bar holder according to claim 1 or 2, wherein a holding position adjusting mechanism capable of adjusting the distance from the hold vise at the lower end of the holding ring to the holding ring is provided. 吊り索条が直線状に垂下された場合の、保持環の下端からホールドバイスまでの距離が、対象鉄筋の全長から、鉄筋継手施工長範囲、保持環の上下端間長、および、保持環の上端から上方に突出する対象鉄筋の上端露出長の総和長を差し引いた直線距離に設定された、請求項1ないし請求項3何れか一記載の鉄筋ホルダー。 When the hanging cord is hung in a straight line, the distance from the lower end of the holding ring to the hold vise is from the total length of the target reinforcing bar to the reinforcing bar joint construction length range, the length between the upper and lower ends of the holding ring, and the holding ring. The reinforcing bar holder according to any one of claims 1 to 3, which is set to a linear distance obtained by subtracting the total length of the exposed upper end of the target reinforcing bar protruding upward from the upper end. 吊り索条が直線状に垂下された場合の、保持環の下端からホールドバイスまでの吊り索条の長さが、対象鉄筋の全長から、鉄筋継手施工長範囲、保持環の上下端間長、および、保持環の上端から上方に突出する対象鉄筋の上端露出長の総和長を差し引いた長さに設定された、請求項1ないし請求項3何れか一記載の鉄筋ホルダー。 When the suspension cord is hung in a straight line, the length of the suspension cord from the lower end of the holding ring to the hold vise is from the total length of the target reinforcing bar to the reinforcing bar joint construction length range, the length between the upper and lower ends of the holding ring, The reinforcing bar holder according to any one of claims 1 to 3, which is set to a length obtained by subtracting the total length of the exposed upper end length of the target reinforcing bar protruding upward from the upper end of the holding ring. 位置決め筒が、多角形断面形状の外周壁を有し、装着深さ規制底が、該位置決め筒の直径方向に貫通するよう配された一文字状の棒体か、直径方向に十字状に交叉された二本の棒体か、または、該位置決め筒の外壁幅の約1/2の外径に設定され同位置決め筒の内壁に一体に内装されたパイプ体かの何れか一つからなるものとされ、先端の開口寄りの外周囲に持ち運び用のハンドルを有するものとされた、請求項1ないし請求項5何れか一記載の鉄筋ホルダー。 The positioning cylinder has an outer peripheral wall having a polygonal cross-sectional shape, and the mounting depth regulation bottom is a single-character rod arranged so as to penetrate in the diameter direction of the positioning cylinder, or crossed in a cross shape in the diameter direction. It consists of either two rods or a pipe body that is set to an outer diameter of about 1/2 of the outer wall width of the positioning cylinder and is integrally installed in the inner wall of the positioning cylinder. The reinforcing bar holder according to any one of claims 1 to 5, wherein the handle is provided around the outer circumference near the opening of the tip for carrying. 水平方向の間隔を隔てた複数の吊下部が設けられた天秤枠を有し、クレーンに吊り下げ可能とされた天秤が設けられ、該天秤の天秤枠の互いに間隔を隔てた少なくとも二箇所の吊下部の夫々に、互いに略均衡する配置となるよう少なくとも二個の鉄筋ホルダーが吊下されたものとしてなる、請求項1ないし請求項6何れか一記載の鉄筋ホルダーを利用した鉄筋吊上げ装置。 It has a balance frame provided with a plurality of hanging portions separated by a horizontal direction, and a balance that can be suspended from a crane is provided, and the balance frames of the balance are suspended at least two places separated from each other. The reinforcing bar lifting device using the reinforcing bar holder according to any one of claims 1 to 6, wherein at least two reinforcing bar holders are suspended from each of the lower portions so as to be arranged substantially in equilibrium with each other. 複数本設けられた鉄筋ホルダーの中の何れか一本の吊り索条の下端寄りに対し、対象鉄筋の下端、および、対象鉄筋の下端寄りの外周囲を包囲可能な軟質素材製の袋体であって、該吊り索条の下端寄りに着脱自在に繋着する吊着部を有すると共に、該吊着部を有する袋体に介錯ロープが吊下されたカバーバケットが着脱自在に組み合わされてなる、請求項7記載の鉄筋吊上げ装置。 A bag made of soft material that can surround the lower end of the target reinforcing bar and the outer circumference near the lower end of the target reinforcing bar against the lower end of any one of the reinforcing bar holders provided. Therefore, a cover bucket having a hanging portion that is detachably connected to the lower end of the hanging rope and a cover bucket in which a kaishakunin rope is suspended from a bag having the hanging portion is detachably combined. , The reinforcing bar lifting device according to claim 7. 複数本の対象鉄筋を水平姿勢に配置し、各対象鉄筋の夫々の下端がわに対し、位置決め筒をその開口から、各対象鉄筋の下端が夫々の装着深さ規制底に当接する深さまで外装し、クレーンに吊下された鉄筋吊上げ装置を、水平姿勢に配置された対象鉄筋まで誘導し、一本の対象鉄筋に一本の鉄筋ホルダーを組み込むよう、対象鉄筋の上端寄りの外周囲に保持環を遊嵌状に外装すると共に、対象鉄筋の下端から、位置決め筒の開口に臨む鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合し、複数本の対象鉄筋の夫々に鉄筋ホルダーを組み込んだ後、クレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げ、位置決め筒が自重によって脱抜し、地上に残されたものとした上、複数本の対象鉄筋の外周囲を一括りに結束し、クレーンによって鉄筋吊上げ装置および複数本の対象鉄筋を、接続対象の複数本の下鉄筋上まで誘導し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を突き合わせ、鉄筋継手の施工、または、鉄筋継手の施工準備の何れか一方を行い、下鉄筋の上端と対象鉄筋の下端とが固定された後、ホールドバイスの仮結合を解き、クレーンによって鉄筋吊上げ装置を引き上げ、離脱するようにすることを特徴とする請求項7記載の鉄筋吊上げ装置を利用する鉄筋継手の施工方法。 Multiple target reinforcing bars are placed in a horizontal position, and the positioning cylinder is placed from the opening of the lower end of each target reinforcing bar to the depth where the lower end of each target reinforcing bar abuts on the bottom of each mounting depth regulation. Then, the rebar lifting device suspended from the crane is guided to the target rebar placed in a horizontal position, and held around the outer circumference near the upper end of the target rebar so that one rebar holder is incorporated into one target rebar. While the ring is loosely fitted, hold vices are temporarily connected from the lower end of the target reinforcing bar to the outer periphery of the middle position of the target reinforcing bar, which is near the area directly above the reinforcing bar joint construction length range facing the opening of the positioning cylinder. After incorporating the reinforcing bar holders in each of the target reinforcing bars, the reinforcing bar lifting device and the multiple target reinforcing bars incorporated in it are lifted until they are in a hanging position, and the positioning cylinder is pulled out by its own weight and left on the ground. In addition, the outer circumference of multiple target reinforcing bars is bundled together, and the reinforcing bar lifting device and multiple target reinforcing bars are guided to the multiple lower reinforcing bars to be connected by a crane, and multiple target reinforcing bars are connected. Either untie the target reinforcing bar and butt the lower end of the target reinforcing bar against the upper end of the lower reinforcing bar so that one lower reinforcing bar corresponds to one target reinforcing bar, and either construct the reinforcing bar joint or prepare for the construction of the reinforcing bar joint. The seventh aspect of claim 7, wherein one is performed, the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar are fixed, and then the temporary connection of the hold vise is released, and the reinforcing bar lifting device is pulled up and detached by a crane. Reinforcing bar joint construction method using the rebar lifting device of. 複数本の対象鉄筋を水平姿勢に配置し、各対象鉄筋の夫々の下端がわに対し、位置決め筒をその開口から、各対象鉄筋の下端が夫々の装着深さ規制底に当接する深さまで外装し、クレーンに吊下された鉄筋吊上げ装置を、水平姿勢に配置された対象鉄筋まで誘導し、一本の対象鉄筋に一本の鉄筋ホルダーを組み込むよう、対象鉄筋の上端寄りの外周囲に保持環を遊嵌状に外装すると共に、対象鉄筋の下端から、位置決め筒の開口に臨む鉄筋継手施工長範囲の直上付近となる対象鉄筋の中途位置外周囲にホールドバイスを仮結合し、複数本の対象鉄筋の夫々に鉄筋ホルダーを組み込んだ後、クレーンによって鉄筋吊上げ装置、および、それに組み込まれた複数本の対象鉄筋を垂下姿勢とするまで吊り上げ、位置決め筒が自重によって脱抜し、地上に残されたものとした上、複数本の対象鉄筋の外周囲を一括りに結束し、複数本の対象鉄筋の下端をカバーバケットで覆い、カバーバケットの吊着部を吊り索条の下端寄りに繋着し、クレーンによって接続対象の複数本の下鉄筋付近まで搬送し、鉄筋吊上げ装置および複数本の対象鉄筋を、カバーバケットの介錯ロープを用いて接続対象の複数本の下鉄筋上まで誘導し、吊着部を吊り索条の下端寄りから離脱させ、該カバーバケットを取り外し、複数本の対象鉄筋の結束を解き、一本の下鉄筋に一本の対象鉄筋を対応させるよう、下鉄筋の上端に対象鉄筋の下端を同心上に突き合わせ、下鉄筋の上端付近と対象鉄筋の下端付近との間に圧接器を組み込んで鉄筋継手の施工準備を行い、下鉄筋の上端と対象鉄筋の下端とが固定された後、ホールドバイスの仮結合を解き、クレーンによって鉄筋吊上げ装置を引き上げ、離脱させ、下鉄筋の上端と対象鉄筋の下端との間にバーナーによる外周囲からの加熱、および、圧接器による軸方向の突き合わせ圧力を加えてガス圧接するようにした、請求項7を選択した請求項8記載の鉄筋吊上げ装置を利用する鉄筋継手の施工方法。 Multiple target reinforcing bars are placed in a horizontal position, and the positioning cylinder is placed from the opening of the lower end of each target reinforcing bar to the depth where the lower end of each target reinforcing bar abuts on the bottom of each mounting depth regulation. Then, the rebar lifting device suspended from the crane is guided to the target rebar placed in a horizontal position, and held around the outer circumference near the upper end of the target rebar so that one rebar holder is incorporated into one target rebar. While the ring is loosely fitted, hold vices are temporarily connected from the lower end of the target reinforcing bar to the outer periphery of the middle position of the target reinforcing bar, which is near the area directly above the reinforcing bar joint construction length range facing the opening of the positioning cylinder. After incorporating the reinforcing bar holders in each of the target reinforcing bars, the reinforcing bar lifting device and the multiple target reinforcing bars incorporated in it are lifted until they are in a hanging position, and the positioning cylinder is pulled out by its own weight and left on the ground. In addition, the outer circumference of multiple target reinforcing bars is bundled together, the lower ends of multiple target reinforcing bars are covered with a cover bucket, and the hanging part of the cover bucket is connected near the lower end of the hanging cord. Then, it is transported to the vicinity of the multiple lower reinforcing bars to be connected by a crane, and the reinforcing bar lifting device and the multiple target reinforcing bars are guided to the multiple lower reinforcing bars to be connected by using the interstitial rope of the cover bucket and suspended. Remove the attachment part from the lower end of the hanging cord, remove the cover bucket, untie the multiple target reinforcing bars, and attach one target reinforcing bar to the upper end of the lower reinforcing bar. The lower ends of the target reinforcing bars are concentrically abutted, a pressure welding device is installed between the vicinity of the upper end of the lower reinforcing bar and the vicinity of the lower end of the target reinforcing bar to prepare for the construction of the reinforcing bar joint, and the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar are fixed. After that, the temporary connection of the hold vise is released, the reinforcing bar lifting device is pulled up and detached by the crane, the heating from the outer circumference by the burner between the upper end of the lower reinforcing bar and the lower end of the target reinforcing bar, and the shaft by the pressure welding device. The method for constructing a reinforcing bar joint using the reinforcing bar lifting device according to claim 8, wherein the butting pressure in the direction is applied to cause gas pressure contact.
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