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JP2648904B2 - Method of assembling beam rebar and work support for it - Google Patents
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JP2648904B2 - Method of assembling beam rebar and work support for it - Google Patents

Method of assembling beam rebar and work support for it

Info

Publication number
JP2648904B2
JP2648904B2 JP27292894A JP27292894A JP2648904B2 JP 2648904 B2 JP2648904 B2 JP 2648904B2 JP 27292894 A JP27292894 A JP 27292894A JP 27292894 A JP27292894 A JP 27292894A JP 2648904 B2 JP2648904 B2 JP 2648904B2
Authority
JP
Japan
Prior art keywords
lifting
bar
hook
reinforcing bar
star
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP27292894A
Other languages
Japanese (ja)
Other versions
JPH08109746A (en
Inventor
哲雄 高橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TAKAHASHI SEISAKUSHO KK
Original Assignee
TAKAHASHI SEISAKUSHO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TAKAHASHI SEISAKUSHO KK filed Critical TAKAHASHI SEISAKUSHO KK
Priority to JP27292894A priority Critical patent/JP2648904B2/en
Publication of JPH08109746A publication Critical patent/JPH08109746A/en
Application granted granted Critical
Publication of JP2648904B2 publication Critical patent/JP2648904B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21FWORKING OR PROCESSING OF METAL WIRE
    • B21F27/00Making wire network, i.e. wire nets
    • B21F27/12Making special types or portions of network by methods or means specially adapted therefor
    • B21F27/121Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars
    • B21F27/125Making special types or portions of network by methods or means specially adapted therefor of tubular form, e.g. as reinforcements for pipes or pillars by attaching individual stirrups to longitudinal wires

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は梁鉄筋の組立工法とその
ための作業支柱に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling a beam rebar and a work column therefor.

【0002】[0002]

【従来の技術】梁鉄筋を地組みするに当り、従来では高
さが異なる多品種として作成用意された作業支柱の向か
い合う1組づつを、先づ作業現場の地面へ所要間隔おき
に据え立て、その支柱の1組づつに亘って横架させた鉄
筋支持バー上へ、上側主筋の数本を平行に載せて、これ
にスターラツプの多数を通し込み状態に吊り掛けた上、
その上側主筋とスターラツプとを結束し、次いで鉄筋支
持バーを持ち上げ乍ら、上記作業支柱を背高い別品と据
え替えることにより、組立作業しやすい調整高さに昇揚
させた支持状態において、上記スターラツプの枠内に下
側主筋を通し入れた上、その下側主筋とスターラツプと
を結束している。
2. Description of the Related Art When laying a beam reinforcing bar, a pair of facing working columns, which are conventionally prepared as multi-types having different heights, are set up at predetermined intervals on a ground of a work site. Several upper main reinforcements were placed in parallel on the reinforcing bar support bar laid across each pair of the columns, and a large number of star wraps were hung on this bar, and then suspended.
By binding the upper main bar and the star wrap, and then lifting the rebar support bar, replacing the work column with a tall separate product, the support bar is raised to an adjustment height that facilitates assembly work. The lower main bar is inserted into the frame of the star lap, and the lower main bar and the star lap are bound.

【0003】[0003]

【発明が解決しようとする課題】ところが、このような
梁鉄筋の組立工法では、鉄筋支持バーの1本づつを持ち
上げる2人1組の作業者と、作業支柱の1組づつを据え
替える2人1組の作業者との大勢が立ち合って、一挙同
時に高さ調整作業を行なわなければならず、非常に煩雑
であって、多大の労力と時間を要し、危険も伴なう。
However, in such a method of assembling a beam reinforcing bar, two people who lift one bar at a time and two people who replace one pair of working columns are used. A large number of workers with one set must meet and perform height adjustment work at once, which is very complicated, requires a great deal of labor and time, and involves danger.

【0004】この点、階上梁の丘組み作業用としては、
上記鉄筋支持バーをピンの差し替え操作により昇降させ
得る門字型のスタンドや、同じく支持バーを手動ハンド
ル操作により昇降させ得るジヤツキ式のスタンドが提供
されているが、これらでもそのスタンドの1個づつに作
業者が立ち合って、一斉に昇降操作する必要があること
に変りなく、やはり作業能率が悪く、未だ不便である。
[0004] In this regard, for the work of assembling hills on the upper beams,
There are provided a gate-shaped stand for raising and lowering the reinforcing bar by a pin replacement operation, and a jack-type stand for raising and lowering the support bar by operating a manual handle, and each of these stands is also provided. However, it is still necessary for the workers to stand up and down at the same time, and the work efficiency is still poor, which is still inconvenient.

【0005】[0005]

【課題を解決するための手段】本発明はこのような課題
の解決を企図しており、そのために梁鉄筋の組立工法と
して、第1に昇降駆動源とこれにより作動される鉄筋支
持バー係止用の昇降フツクとを装備した作業支柱を、そ
の昇降フツク同志が向かい合う1組づつの数組として、
作業現場へ左右並列状態に据え立てると共に、上記昇降
フツクの向かい合う左右相互間へ鉄筋支持バーを係脱自
在に、且つ水平な横架状態に各々係止させて、先づ上記
昇降フツクを昇降駆動源により悉く一定高さに下降させ
た状態のもとで、その鉄筋支持バーへ所要数のスターラ
ツプを凭れ掛けさせると共に、そのスターラツプの枠内
に通し入れた上側主筋の所要数を、上記鉄筋支持バー上
へ載置状態に係止させ、次いで上記昇降フツクを昇降駆
動源により一挙同時に上昇させて、そのスターラツプを
上側主筋からの吊り下がり状態に保った上、その上側主
筋とスターラツプとを結束する一方、そのスターラツプ
の枠内に通し入れた下側主筋とスターラツプとを結束
し、最後に上記鉄筋支持バーを昇降フツクから取りはず
すことを特徴とし、
SUMMARY OF THE INVENTION The present invention is intended to solve such a problem, and as a method of assembling a beam reinforcing bar, firstly, a lifting drive source and a reinforcing bar support bar operated by the same. The work props equipped with the lifting hooks for the work are set as several sets, one set of which the lifting hooks face each other.
At the work site, the left and right sides are set up side by side, and the reinforcing bar is removably engaged between the left and right sides facing the lifting hook, and each is locked in a horizontal horizontal state, so that the lifting hook is driven up and down first. While the bar is lowered to a certain height by the source, the required number of star wraps are laid on the reinforcing bar support bar, and the required number of upper main bars passed through the frame of the star wrap is determined by the reinforcing bar support. The lifting hook is raised simultaneously by the lifting drive source to keep the star wrap suspended from the upper main bar, and the upper main bar is bound to the star wrap. On the other hand, it is characterized in that the lower main reinforcing bar and the star wrap inserted into the frame of the star wrap are bound, and finally the reinforcing bar support bar is removed from the lifting hook,

【0006】第2に、同じく昇降駆動源とこれにより作
動される鉄筋支持バー係止用の昇降フツクとを装備した
作業支柱を、その昇降フツク同志が向かい合う1組づつ
の数組として、作業現場へ左右並列状態に据え立てると
共に、上記昇降フツクの向かい合う左右相互間へ鉄筋支
持バーを係脱自在に、且つ水平な横架状態に各々係止さ
せて、先づ上記昇降フツクを昇降駆動源により悉く一定
高さに下降させた状態のもとで、その鉄筋支持バーへ所
要数のスターラツプを凭れ掛けさせると共に、そのスタ
ーラツプの枠内に通し入れた上側主筋の所要数を、上記
鉄筋支持バー上へ載置状態に係止させ、次いで上記昇降
フツクを昇降駆動源により一挙同時に上昇させて、その
スターラツプを上側主筋からの吊り下がり状態に保った
上、その上側主筋とスターラツプとを結束し、引続き上
記昇降フツクを昇降駆動源により更に一定高さまで上昇
させた状態のもとで、上記スターラツプの枠内に通し入
れた下側主筋とスターラツプとを結束し、最後に上記鉄
筋支持バーを昇降フツクから取りはずすことを特徴とす
る。
Secondly, a work column equipped with a lifting drive source and a lifting hook operated by the lifting rod for locking a reinforcing bar is used as a set of several pairs of the lifting hooks facing each other. With the left and right side-by-side installed, the reinforcing bar is removably engaged between the left and right sides facing the lifting hook, and each is locked in a horizontal horizontal state, and the lifting hook is first driven by a lifting drive source. While the bar is lowered to a certain height, the required number of star wraps are laid on the reinforcing bar support bar, and the required number of upper main bars passed through the frame of the star wrap is placed on the reinforcing bar support bar. Then, the lifting hook is raised at once by the lifting drive source, the star wrap is kept suspended from the upper main bar, and the upper main bar is held. Under the condition that the lifting hook is further raised to a certain height by the lifting drive source, the lower main reinforcement and the star wrap that are inserted into the frame of the star wrap are bound, and finally, the star wrap is bound. The reinforcing bar is detached from the lifting hook.

【0007】又、その組立工法に用いる作業支柱とし
て、上下方向に沿う昇降フツク用導出窓が開口する平面
視の四角形に枠組み一体化された中空の支柱本体と、そ
の支柱本体の下端部から一体的に張り出す安定接地盤
と、上記支柱本体内の上端部と下端部へ、各々回転自在
に軸支されたチエン従動スプロケツト並びにチエン駆動
スプロケツトと、そのチエン従動スプロケツトとチエン
駆動スプロケツトとの上下相互間に臨む位置関係とし
て、同じく支柱本体の内部に列設された向かい合う一対
のコロ転動用昇降ガイドレールと、上記チエン従動スプ
ロケツトとチエン駆動スプロケツトとの上下相互間に捲
き掛けられたリフトチエンと、そのリフトチエンを回走
駆動すべく、支柱本体の下端部へ上記チエン駆動スプロ
ケツトとの伝動連結状態に付属設置された正逆回転モー
ターと、支柱本体の導出窓から導出する関係状態とし
て、上記リフトチエンの途中に締結一体化された昇降フ
ツクと、その昇降フツクへ遊転自在に軸支された少なく
とも一対のコロとを備え、上記昇降フツクの導出窓から
導出する先端フツク片へ、上方から鉄筋支持バーを係脱
自在に係止使用するように定めたことを特徴とするもの
である。
[0007] Further, as a working column used in the assembling method, a hollow column main body integrally formed in a rectangular shape in plan view with an opening window for a lifting hook extending vertically, and a lower end portion of the column main body are integrally formed. And a chain driven sprocket and a chain drive sprocket rotatably supported on the upper end and lower end of the support body, respectively, and the vertical movement of the chain driven sprocket and the chain drive sprocket. As a positional relationship between them, a pair of opposed roller rolling elevating guide rails also arranged in the column body, and a lift chain wound between the upper and lower portions of the chain driven sprocket and the chain driving sprocket, In order to drive the lift chain to rotate, the transmission connection state with the chain drive sprocket to the lower end of the column body A forward / reverse rotation motor attached to the lift chain, a lifting hook fastened and integrated in the middle of the lift chain, and at least one pair rotatably supported by the lifting hook as a relation state derived from the lead window of the support body. The rebar support bar is detachably engaged with the tip hook piece led out from the lead-out window of the lifting hook from above.

【0008】[0008]

【作用】第1発明に係る上記梁鉄筋の組立工法によれ
ば、作業者としては一定高さの下降位置に停止された昇
降フツクを横架する水平な鉄筋支持バー対して、所要数
のスターラツプを凭れ掛けさせると共に、そのスターラ
ツプの枠内に通し入れた上側主筋の所要数を、上記鉄筋
支持バー上へ載置状態に係止させた後、上記鉄筋支持バ
ーを一斉に上昇させて、スターラツプを宙吊り状態に保
つことにより、そのスターラツプと上側主筋との結束作
業や、スターラツプに対する下側主筋の通し入れ作業と
結束作業を安楽な姿勢のもとで、極めて能率良く遂行す
ることができる。
According to the method for assembling a beam rebar according to the first invention, as a worker, a required number of star wraps are mounted on a horizontal rebar supporting bar which hangs a lifting hook stopped at a lowered position at a constant height. After the required number of upper main bars passed through the frame of the star wrap is locked on the reinforcing bar support bar, the rebar supporting bars are simultaneously raised, and the star wrap is lifted. By keeping the suspension in the air, the work of binding the star wrap and the upper main reinforcement, the work of inserting the lower main reinforcement into the star wrap, and the work of binding can be performed extremely efficiently in a comfortable posture.

【0009】又、第2発明の上記組立工法によれば、上
側主筋とスターラツプとの結束作業後、そのスターラツ
プを更に一定高さまで上昇させた状態のもとで、これに
対する下側主筋の通し入れ作業や、その下側主筋とスタ
ーラツプとの結束作業を一層軽快に能率良く行なえ、現
場作業性と省力化にとって著しく有益である。
Further, according to the above-mentioned assembling method of the second invention, after the upper main reinforcing bar and the stapler are tied together, the lower main bar is inserted into the lower main bar while the star wrap is further raised to a certain height. The work and the bundling work between the lower main bar and the star wrap can be performed lighter and more efficiently, which is extremely useful for on-site workability and labor saving.

【0010】更に、第3発明に係る組立用作業支柱の構
成によれば、その支柱自身に鉄筋支持バー係止用の昇降
フツクや、その昇降駆動用の正逆回転モーターなどが装
備さており、作業現場での据え立て位置並びに昇降フツ
クによる鉄筋の支持高さを、自由自在に調整することが
できるほか、鉄筋支持バーを昇降フツクから取りはずす
こともできるため、梁鉄筋における大きさや長さなどの
変化に対して、制約を受けることなく対応使用できるの
であり、その据え立て個数を増減し得ることとも相俟っ
て、汎用性に優れる。
Further, according to the construction of the assembling work column according to the third invention, the column itself is equipped with a lifting hook for locking the reinforcing bar support bar, a forward / reverse rotation motor for driving the lifting and lowering, and the like. The installation position at the work site and the supporting height of the reinforcing bar by the lifting hook can be freely adjusted, and the reinforcing bar can be removed from the lifting hook, so that the size and length of the beam reinforcing bar can be adjusted. It can be used without any restriction against the change, and it is excellent in versatility, in combination with the fact that the number of installations can be increased or decreased.

【0011】[0011]

【実施例】以下、図面に基いて本発明の詳細を説明する
と、図1〜7はその梁鉄筋の組立工法に用いる作業支柱
(A)を示しているが、これは例えば約1950mmの
一定高さを有するものとして、向かい合う一対のチヤン
ネル溝型鋼から平面視の四角形(約150×150m
m)に枠組み一体化された中空の支柱本体(11)と、
その支柱本体(11)の下端部へアングルステー(1
2)並びにボルト(13)などを介して、水平な張り出
し状態に固定された安定接地盤(14)とから成る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to the drawings. FIGS. 1 to 7 show a working column (A) used in a method of assembling a beam reinforcing bar, which has a constant height of, for example, about 1950 mm. It has a square shape (approximately 150 × 150 m) from a pair of channel steels facing each other.
m) a hollow support body (11) integrated into the framework
Angle stay (1) to the lower end of the support body (11)
2) and a stable grounding board (14) fixed in a horizontal overhang state via bolts (13) and the like.

【0012】但し、支柱本体(11)が上記四角形の中
空に枠組み一体化されていると雖も、そのチヤンネル溝
型鋼の向かい合う相互間は、上下方向に沿う一定帯幅の
昇降フツク用導出窓(15)として開口されており、こ
こから後述の昇降フツクが支柱本体(11)の正面部へ
導出されるようになっている。尚、図示の実施例では支
柱本体(11)の背面部にも上記導出窓(15)を開口
形成しているが、その背面部はバツクプレートなどによ
り閉塞状態に保っても良い。
However, even though the column main body (11) is frame-integrated in the above-mentioned rectangular hollow, the space between the opposed channel grooved steels is a window for raising and lowering the hook having a constant band width along the vertical direction. 15), from which a lifting hook, which will be described later, is led out to the front portion of the column body (11). In the illustrated embodiment, the outlet window (15) is also formed in the back of the column body (11). However, the back may be kept closed by a back plate or the like.

【0013】(16)は上記支柱本体(11)の上端部
において、そのチヤンネル溝型鋼の向かい合う相互間に
接合固定された正背一対の連結プレート、(17)は同
じく支柱本体(11)の上面部を施蓋するトツプカバー
であり、ここには作業支柱(A)自身の吊り金具(1
8)が植立されている。(19)は上記支柱本体(1
1)の中途高さ位置において、その背面部から一体的に
張り出された把手、(20)はその把手(19)と対応
位置する安定接地盤(14)の背面部に軸支された一対
のゴム車輪又はブレーキ付きの自在車輪であり、把手
(19)と相俟って作業支柱(A)の人為的な引張り移
動に供される。
(16) is a pair of front and rear connecting plates fixed at the upper end of the column main body (11) between opposed channel steel channels, and (17) is also the upper surface of the column main body (11). The work support (A) itself has a hanging bracket (1).
8) is planted. (19) is the support body (1)
1) At a halfway height position, a handle integrally projecting from the back surface thereof, (20) is a pair of shafts supported on the back surface of the stable grounding board (14) corresponding to the handle (19). Rubber wheel or brake-equipped free wheel, which, together with the handle (19), is subjected to artificial pulling movement of the working column (A).

【0014】又、(21)は上記チヤンネル溝型鋼の内
部に納まる状態として、その支柱本体(11)の上端部
に嵌め付け固定された向かい合う一対の軸受(ピローブ
ロツク)であり、これによってチエン従動スプロケツト
(22)の回転支軸(23)が水平横架状態に軸受けさ
れている。
Further, (21) is a pair of opposed bearings (pillow blocks) fitted and fixed to the upper end of the column body (11) so as to be accommodated in the above-mentioned channel grooved steel. The rotation support shaft (23) of the sprocket (22) is supported in a horizontal and horizontal state.

【0015】(24)は同じくチヤンネル溝型鋼の内部
に納まる状態として、支柱本体(11)の下端部に嵌め
付け固定された向かい合う一対の軸受(ピローブロツ
ク)であり、これによってチエン駆動スプロケツト(2
5)の回転支軸(26)がやはり水平横架状態に軸受け
されている。
(24) is a pair of opposed bearings (pillow blocks) fitted and fixed to the lower end of the column main body (11) in a state to be accommodated in the channel grooved steel, whereby the chain drive sprocket (2) is provided.
The rotation support shaft (26) of 5) is also supported in a horizontal and horizontal state.

【0016】その場合、チエン駆動スプロケツト(2
5)の回転支軸(26)は何れか一方の軸受(24)を
水平に貫通して、支柱本体(11)の外部まで張り出し
延長されており、その延長先端部には伝動スプロケツト
(27)が一体回転し得るように固設されている。
In this case, the chain drive sprocket (2)
The rotating shaft (26) of (5) extends through one of the bearings (24) horizontally and extends to the outside of the column body (11), and has a transmission sprocket (27) at its extension end. Are fixed so that they can rotate together.

【0017】(28)は上記チエン従動スプロケツト
(22)とチエン駆動スプロケツト(25)との上下相
互間に臨む位置関係として、支柱本体(11)をなす両
チヤンネル溝型鋼の内部に固定立設された平行な一対づ
つの昇降ガイドであって、角パイプ材などから成り、そ
の向かい合う相互間に後述するコロの溝型ガイドレール
(29)を画定している。その溝型に代る凸型のガイド
レール(29)を、上記支柱本体(11)や昇降ガイド
(28)のそれ自身から内向き一体的に突設しても勿論
良い。
(28) shows the positional relationship between the chain driven sprocket (22) and the chain drive sprocket (25) between the upper and lower sides, and is fixed upright inside the two channel groove steels forming the column body (11). A pair of parallel elevating guides, which are made of a square pipe material or the like, and define a groove type guide rail (29) of a roller to be described later between the opposing ones. It is a matter of course that a convex guide rail (29) instead of the groove type may be integrally and protruded inward from the column body (11) and the lifting guide (28) themselves.

【0018】(30)は上記支柱本体(11)の下端部
へ、その背面部からボルト(31)などを介して付属設
置された昇降駆動源であって、減速機付きの正逆回転モ
ーターから成り、その出力スプロケツト(32)と上記
伝動スプロケツト(27)との相互間には、無端な伝動
チエン(33)が捲き掛けられている。尚、(34)は
その伝動チエン(33)や昇降駆動源(30)を被覆す
る開閉可能なカバーケースであり、作業支柱(A)に付
属設置されている。
An elevation drive source (30) is attached to the lower end of the support body (11) from the back thereof via bolts (31) and the like. An endless transmission chain (33) is wound between the output sprocket (32) and the transmission sprocket (27). Reference numeral (34) denotes an openable and closable cover case for covering the transmission chain (33) and the elevating drive source (30), which is attached to the work support (A).

【0019】更に、(35)は上記チエン従動スプロケ
ツト(22)とチエン駆動スプロケツト(25)との上
下相互間に捲き掛けられたリフトチエンであり、その切
り離し両端部には上下一対のテンシヨン調整具(36)
を介して、鉄筋支持バー係止用の昇降フツク(B)が締
結されている。
Further, (35) is a lift chain wound between the upper and lower parts of the chain driven sprocket (22) and the chain drive sprocket (25), and a pair of upper and lower tension adjusters ( 36)
The lifting hook (B) for locking the reinforcing bar is fastened through the support.

【0020】つまり、上記駆動源(30)からの動力に
よってリフトチエン(35)が回走駆動されると共に、
そのリフトチエン(35)の途中に介在する昇降フツク
(B)が、昇降作用されるようになっているわけであ
る。
That is, the lift chain (35) is driven to rotate by the power from the drive source (30),
The lifting hook (B) interposed in the middle of the lift chain (35) is raised and lowered.

【0021】その昇降フツク(B)は図4から示唆され
るように、上記支柱本体(11)の昇降フツク用導出窓
(15)を通じて導出する大きさの四角形に枠組み一体
化された剛性な昇降ベース枠(37)と、その露出する
正面部にボルト(38)などを介して取付け固定された
先端フツク片(39)とから成り、その先端フツク片
(39)に対して上方から鉄筋支持バー(40)の端部
が、係脱自在に係止されるようになっている。
As shown in FIG. 4, the lifting hook (B) is a rigid lifting and lowering frame integrated into a square having a size to be led out through the lifting hook lead-out window (15) of the column body (11). It is composed of a base frame (37) and a tip hook piece (39) attached and fixed to the exposed front part thereof via bolts (38) and the like. The end of (40) is engaged so as to be freely detachable.

【0022】但し、上記昇降フツク(B)は支柱本体
(11)の導出窓(15)から外部へ導出し得る限り、
その昇降ベース枠(37)と先端フツク片(39)との
連続一体に作成してもさしつかえない。上記鉄筋支持バ
ー(40)は鉄筋の重量に耐えるものとして、好ましく
は図8、9に抽出するような一定長さのアングル型鋼か
ら成り、しかもその上面部には鉄筋受け入れ切欠(4
1)の複数が、予じめ所定の間隔ピツチ(P)を保つ分
布状態に付与されている。
However, as long as the lifting hook (B) can be led out from the lead-out window (15) of the column body (11),
Even if the lifting base frame (37) and the tip hook piece (39) are formed continuously and integrally, it may be acceptable. The rebar supporting bar (40) is preferably made of an angle type steel having a certain length as shown in FIGS. 8 and 9 and bears a rebar receiving notch (4).
The pluralities of 1) are provided in a distribution state in which a predetermined interval pitch (P) is maintained in advance.

【0023】他方、上記昇降フツク(B)における就中
昇降ベース枠(37)の支柱本体(11)内へ没入する
背面部には、上下一対づつのコロ(42)が水平な支軸
(43)によって、遊転自在に軸架されており、そのコ
ロ(42)が上記支柱本体(11)に区成されたガイド
レール(29)を転動して、上記昇降フツク(B)を円
滑に正しく昇降作用させ得るようになっている。この
点、図示の実施例ではナイロンなどの合成樹脂から成る
コロ(42)の合計4個を軸支しているが、その設置個
数は少なくとも一対の2個あれば足りる。
On the other hand, a pair of upper and lower rollers (42) are mounted on a horizontal support shaft (43) on the back of the lifting hook (B), which is immersed in the support body (11), of the lifting base frame (37). ), The roller (42) rolls freely on a guide rail (29) defined by the column body (11), and smoothly moves the lifting hook (B). It can be raised and lowered correctly. In this regard, in the illustrated embodiment, a total of four rollers (42) made of a synthetic resin such as nylon are pivotally supported, but it is sufficient if at least two pairs are installed.

【0024】(44)は上記支柱本体(11)の中途高
さ位置において、その背面部に付属一体化された単位制
御盤であり、これには図10のような昇降フツク(B)
の上昇用と下降用の継電器(45)(46)や電磁開閉
器(47)(48)、上限と下限の検知用リミツトスイ
ツチ(49)(50)、スナツプスイツチ(51)、表
示ランプ(52)などを備えた昇降制御回路が組込まれ
ている。
Reference numeral (44) denotes a unit control panel attached to and integrated with the back of the column main body (11) at an intermediate height position. The unit control panel includes a lifting hook (B) as shown in FIG.
Relays (45) (46) and electromagnetic switches (47) (48) for raising and lowering, limit switches (49) (50) for detecting upper and lower limits, snap switches (51), display lamps (52), etc. And a lifting control circuit having the same.

【0025】上記昇降フツク(B)の上限と下限を検知
するリミツトスイツチ(49)(50)は、図1〜4か
ら明白なように、上記支柱本体(11)の上端部と下端
部に各々取付けられており、昇降フツク(B)の昇降ベ
ース枠(37)と接触し得るようになっている。表示ラ
ンプ(52)はスナツプスイツチ(51)の手動オン操
作により点灯して、その昇降フツク(B)の作動可能な
状態にあることを表示する。
The limit switches (49) and (50) for detecting the upper and lower limits of the lifting hook (B) are attached to the upper end and the lower end of the column body (11), respectively, as is apparent from FIGS. So that it can come into contact with the lifting base frame (37) of the lifting hook (B). The display lamp (52) is turned on by the manual ON operation of the snap switch (51) to indicate that the lifting hook (B) is in an operable state.

【0026】又、上記作業支柱(A)は向かい合う1組
づつとして、その数組(A1−L)(A2−L)(A3
−L)(A1−R)(A2−R)(A3−R)(図では
合計3組)の左右並列状態に据え立て使用され、その1
組づつの向かい合う昇降フツク(B)を橋絡する如く、
上記鉄筋支持バー(40)が水平な横架状態に係止され
るようになっている。
The working column (A) is a pair facing each other, and several pairs thereof (A1-L) (A2-L) (A3
-L) (A1-R) (A2-R) (A3-R) (3 sets in total in the figure) are used in a left-right parallel state.
As bridging the ascending and descending hooks (B) facing each other,
The reinforcing bar (40) is locked in a horizontal state.

【0027】しかも、上記作業支柱(A)の数組(A1
−L)(A2−L)(A3−L)(A1−R)(A2−
R)(A3−R)は図12の全体レイアウトから示唆さ
れる通り、その左列をなす数組(A1−L)(A2−
L)(A3−L)の単位制御盤(44)同志が、適当な
長さのケーブル(53)によって電気的に接続されてい
る一方、右列をなす数組(A1−R)(A2−R)(A
3−R)の単位制御盤(44)同志も、適当な長さのケ
ーブル(54)によってやはり電気的に接続されている
と共に、その左右両列の数組(A1−L)(A2−L)
(A3−L)(A1−R)(A2−R)(A3−R)が
悉くメタルコンセント(55)(56)を介して、更に
主制御盤(57)へ言わば統括的に電気配線されてもい
る。
In addition, several sets (A1) of the working columns (A) are used.
-L) (A2-L) (A3-L) (A1-R) (A2-
R) and (A3-R), as suggested from the overall layout of FIG. 12, several sets (A1-L) and (A2-L) forming the left column.
L) (A3-L) The unit control boards (44) are electrically connected to each other by a cable (53) of an appropriate length, while the right-row sets (A1-R) (A2- R) (A
The 3-R) unit control panels (44) are also electrically connected to each other by a cable (54) having an appropriate length, and the pairs (A1-L) and (A2-L) in both the left and right rows are also connected. )
All of (A3-L), (A1-R), (A2-R) and (A3-R) are electrically connected to the main control panel (57) via the metal outlets (55) and (56). There are.

【0028】その主制御盤(57)に組み込まれた主制
御回路は、図10、11から明白なように、上記昇降フ
ツク(B)を遠隔操作する上昇用並びに下降用の押ボタ
ンスイツチ(58)(59)を有しており、その上昇用
押ボタンスイツチ(58)をオン操作すれば、上記作業
支柱(A)に装備されている昇降フツク(B)が、その
数組(A1−L)(A2−L)(A3−L)(A1−
R)(A2−R)(A3−R)の一挙同時に上昇する。
The main control circuit incorporated in the main control panel (57), as apparent from FIGS. 10 and 11, is a push-button switch (58) for raising and lowering the hook (B) by remote control. ) (59), and when the lifting push button switch (58) is turned on, the lifting hooks (B) mounted on the working column (A) are set to several sets (A1-L). ) (A2-L) (A3-L) (A1-
R) (A2-R) (A3-R) rise simultaneously.

【0029】他方、下降用押ボタンスイツチ(59)を
オン操作すれば、上記昇降フツク(B)がその作業支柱
(A)の数組(A1−L)(A2−L)(A3−L)
(A1−R)(A2−R)(A3−R)について、やは
り一挙同時に下降し、このような昇降動作を上記主制御
盤(57)により、集中的に遠隔制御できるようになっ
ているのである。
On the other hand, if the lowering push button switch (59) is turned on, the lifting hook (B) is set to several sets (A1-L), (A2-L), and (A3-L) of the working columns (A).
As for (A1-R), (A2-R) and (A3-R), they are simultaneously lowered at once, and such a raising / lowering operation can be centrally and remotely controlled by the main control panel (57). is there.

【0030】何れにしても、上記操作手を離せば、作業
支柱(A)の数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)について、
その昇降フツク(B)が悉く同じ高さに揃った状態とし
て停止する。又、上記スナツプスイツチ(51)のオフ
操作された作業支柱(A)があれば、その支柱(A)の
昇降フツク(B)だけは昇降せず、その作動不能にある
ことを表示ランプ(52)の消灯によって知ることがで
きる。
In any case, if the operating hand is released, several sets (A1-L), (A2-L), and (A3-L) of the work columns (A) are released.
L) (A1-R) (A2-R) (A3-R)
It stops as the state where the lifting hooks (B) are all at the same height. If there is a work column (A) whose snap switch (51) has been turned off, only the lifting hook (B) of the column (A) does not move up and down, and a display lamp (52) indicating that the operation is disabled. Can be known by turning off the light.

【0031】図13は上記昇降駆動源(30)に係るモ
ーターの運転回路、図14は電源回路を各々示している
が、その電源回路には漏電ブレーカー(60)とノーヒ
ユーズブレーカー(61)のほか、特に正相検出リレー
(62)も組込まれているため、電源の位相が万一逆で
ある場合に昇降フツク(B)が作動せず、その上昇と下
降との誤動作に伴なう危険を予防することもできる。
FIG. 13 shows an operation circuit of the motor according to the elevation drive source (30), and FIG. 14 shows a power supply circuit. The power supply circuit includes an earth leakage breaker (60) and a no-use breaker (61). In addition, since the positive phase detection relay (62) is particularly incorporated, the lifting hook (B) does not operate in the event that the phase of the power supply is reversed, and there is a danger associated with the malfunction of rising and falling. Can also be prevented.

【0032】上記のように構成された作業支柱(A)を
用いて、梁鉄筋の地組み作業を行なうに当っては、作業
支柱(A)の数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)を図15か
ら明白なように、その1組づつの昇降フツク(B)同志
が向かい合う左右並列状態として、作業現場の地面に据
え立てた上、その向かい合う昇降フツク(B)に亘って
鉄筋支持バー(40)を水平の横架状態に係止させる。
When the erection work of the beam rebar is performed by using the working column (A) configured as described above, several sets (A1-L) (A2-L) of the working column (A) are used. (A3-
L) (A1-R), (A2-R), and (A3-R) are set on the ground of the work site as a pair of lifting hooks (B) facing each other as shown in FIG. After standing up, the reinforcing bar support bar (40) is locked in a horizontal horizontal state over the facing lifting hook (B).

【0033】その場合、上記作業支柱(A)は各個に独
立しているので、その数組(A1−L)(A2−L)
(A3−L)(A1−R)(A2−R)(A3−R)の
隣り合う前後相互間隔(L)や向かい合う左右相互間隔
(W)を、目的とする梁鉄筋の大きさに応じて自由に設
定すると共に、上記鉄筋支持バー(40)もこれに応じ
た長さのものを選択使用する。
In this case, since the working columns (A) are independent of each other, several sets (A1-L) (A2-L)
(A3-L) (A1-R) (A2-R) (A3-R) adjacent front-to-back mutual spacing (L) and facing left-to-right mutual spacing (W) are determined according to the size of the target beam reinforcing bar. In addition to freely setting, the reinforcing bar support bar (40) having a length corresponding to this is selected and used.

【0034】そして、先づ上記作業支柱(A)の昇降フ
ツク(B)をその数組(A1−L)(A2−L)(A3
−L)(A1−R)(A2−R)(A3−R)のすべて
について、一定高さの下降位置に停止させた上、その各
鉄筋支持バー(40)へ所要数のスターラツプ(a)を
図16、17のよう凭れ掛けさせる。
Then, first, the lifting hook (B) of the working column (A) is divided into several sets (A1-L), (A2-L) and (A3).
-L) All of (A1-R), (A2-R), and (A3-R) are stopped at a fixed lowering position, and a required number of star wraps (a) are attached to the respective reinforcing bar support bars (40). As shown in FIGS. 16 and 17.

【0035】つまり、作業当初には鉄筋支持バー(4
0)のすべてを、スターラツプ(a)の凭れ掛け可能な
一定高さに調整セツトしておくのであり、このことは上
記主制御盤(57)における下降用押ボタンスイツチ
(59)のオン操作と、その調整高さでのオフ操作によ
って、作業支柱(A)の数組(A1−L)(A2−L)
(A3−L)(A1−R)(A2−R)(A3−R)に
つき一挙同時に達成することができる。
That is, at the beginning of the operation, the reinforcing bar support bar (4
All of the steps (0) are adjusted to a fixed height at which the star lap (a) can be rested, which means that the lower push switch (59) on the main control panel (57) is turned on and off. , Several sets (A1-L) (A2-L) of the working columns (A) by the off operation at the adjusted height.
(A3-L), (A1-R), (A2-R) and (A3-R) can be achieved simultaneously.

【0036】次いで、そのスターラツプ(a)の枠内に
所要数の上側主筋(b)を通し入れると共に、その上側
主筋(b)を上記鉄筋支持バー(40)への載置状態に
係止させる。その際、鉄筋支持バー(40)として上記
鉄筋受け入れ切欠(41)の付与されたアングル型鋼を
用いるならば、その切欠(41)に対する上側主筋
(b)の受け入れ係止状態において、その上側主筋
(b)を容易に正しく位置決め配筋できる利点がある
が、上記鉄筋支持バー(40)としてはその切欠(4
1)に代る節目付きの鋼棒などを採用しても支障はな
い。
Next, a required number of upper main rebars (b) are passed through the frame of the star wrap (a), and the upper main rebars (b) are locked in a state of being placed on the rebar supporting bar (40). . At this time, if the angle type steel provided with the reinforcing bar receiving notch (41) is used as the reinforcing bar support bar (40), the upper main reinforcing bar (b) is received and locked in the notch (41) with the upper main reinforcing bar (b) received. b) has the advantage that the reinforcing bars can be easily and correctly positioned, but the notch (4) is used as the reinforcing bar support bar (40).
There is no problem even if a steel bar with a joint is used instead of 1).

【0037】その後、主制御盤(57)の上昇用押ボタ
ンスイツチ(58)をオン操作して、上記作業支柱
(A)の数組(A1−L)(A2−L)(A3−L)
(A1−R)(A2−R)(A3−R)における昇降フ
ツク(B)を、図18、19のように悉く上昇させ、上
記スターラツプ(a)をこれに通し入れられた上側主筋
(b)からの吊り下がり状態に保つと共に、そのスター
ラツプ(a)の隣り合う前後相互間隔(S)を均等に広
げた上、そのスターラツプ(a)と上側主筋(b)とを
結束作業する。
After that, the ascending push button switch (58) of the main control panel (57) is turned on, and several sets (A1-L), (A2-L), and (A3-L) of the working columns (A) are turned on.
The lifting hook (B) in (A1-R), (A2-R), and (A3-R) is completely raised as shown in FIGS. 18 and 19, and the upper main bar (b) having the star wrap (a) inserted therethrough is lifted. ), The star wrap (a) is equally widened between the adjacent front and rear mutual intervals (S), and then the star wrap (a) and the upper main bar (b) are bound.

【0038】そして、引続き下側主筋(c)の所要数を
上記スターラツプ(a)の枠内に通し入れ、そのスター
ラツプ(a)に下側主筋(c)も結束作業して、茲に梁
鉄筋としての組立を完了したならば、上記鉄筋支持バー
(40)の少なくとも2本を残し、その余は作業支柱
(A)の昇降フツク(B)から取りはずした上、上記完
成した梁鉄筋をその残る鉄筋支持バー(40)と一緒
に、クレーンなどにより吊り上げ移動して、作業現場の
一定個所にまとめて置けば良い。
Then, the required number of lower main reinforcing bars (c) are continuously passed through the frame of the above-mentioned star wrap (a), and the lower main reinforcing bars (c) are also tied to the star wrap (a). Is completed, at least two of the reinforcing bar support bars (40) are left, and the rest is removed from the lifting hook (B) of the work column (A), and the completed beam reinforcing bar remains. It may be lifted and moved by a crane or the like together with the reinforcing bar support bar (40), and may be collectively placed at a certain location on the work site.

【0039】上記スターラツプ(a)と上側主筋(b)
との結束作業後、作業支柱(A)の昇降フツク(B)を
図20、21から示唆されるように、更に一定高さまで
一斉に上昇させ、その上昇したスターラツプ(a)の枠
内に下側主筋(c)を通し入れて、そのスターラツプ
(a)と下側主筋(c)とを結束作業することもでき、
これによれば一層安楽な立ち姿勢のもとで、上記下側主
筋(c)の通し入れ作業や結束作業を行なえる利点があ
る。
The above star wrap (a) and upper main bar (b)
20 and 21, the lifting hook (B) of the working column (A) is simultaneously raised to a certain height, as shown in FIGS. 20 and 21, and is lowered into the frame of the raised star wrap (a). The star main body (c) can be passed through and the star wrap (a) and the lower main main body (c) can be bound together.
According to this, there is an advantage that the lower main bar (c) can be inserted and tied in a more comfortable standing posture.

【0040】又、図15、21から明白なように上側主
筋(b)や下側主筋(c)を受け止めるストツパースタ
ンド(63)も併用して、そのスタンド(63)を作業
支柱(A)の数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)における前
端部又は後端部へ仕切り横断状態に据え立てるなら
ば、、そのスターラツプ(a)に対する通し入れ作業時
の主筋先端部を自動的に揃えることができ、著しく便利
である。
As is clear from FIGS. 15 and 21, a stop stand (63) for receiving the upper main bar (b) and the lower main bar (c) is also used, and the stand (63) is used as the work column (A). (A1-L) (A2-L) (A3-
L) If the partition is laid on the front end or the rear end in (A1-R), (A2-R), or (A3-R), the leading end portion of the main reinforcing bar at the time of passing the stirrup (a) into the partitioning state. It can be automatically aligned, which is extremely convenient.

【0041】何れにしても、次回の梁鉄筋を組み立てる
場合には、作業支柱(A)の据え立て状態をそのままに
保ち、その昇降フツク(B)を作業当初の一定高さまで
下降させて、上記作業を同様に反復すれば良い。尚、図
示の実施例では梁鉄筋の地組み作業を説明したが、その
階上梁の丘組み作業についても本発明を適用することが
でき、又上記作業支柱(A)の使用組数は目的とする梁
鉄筋の長さなどに応じて、自由自在に増減できること、
言うまでもない。
In any case, when assembling the beam rebar for the next time, the work support (A) is kept in the upright state, and the lifting hook (B) is lowered to the predetermined height at the beginning of the work. The work can be repeated in the same manner. In the illustrated embodiment, the work of assembling the beam reinforcement has been described. However, the present invention can also be applied to the work of assembling hills of upper beams, and the number of working columns (A) used depends on the purpose. It can be freely increased or decreased according to the length of the beam rebar, etc.
Needless to say.

【0042】更に、図示の実施例では昇降フツク(B)
の昇降駆動源(30)をモーターとして、作業支柱
(A)に装備させているが、そのモーターに代る油圧又
は空圧シリンダーを作業支柱(A)に装備させて、その
支柱(A)と平行に垂立するピストンロツドにより、チ
エン従動スプロケツト(22)を昇降させるように定め
ると共に、そのチエン従動スプロケツト(22)に吊り
掛けたリフトチエン(35)の切り離し一端部を昇降フ
ツク(B)へ、同じく切り離し他端部を固定部材の作業
支柱(A)へ各々締結して、上記シリンダーにより昇降
フツク(B)を昇降させることも考えられる。
Further, in the illustrated embodiment, the lifting hook (B)
Is mounted on the work column (A) as a motor, but a hydraulic or pneumatic cylinder in place of the motor is mounted on the work column (A), and the work column (A) is connected to the work column (A). It is determined that the chain driven sprocket (22) is moved up and down by a piston rod which stands in parallel. It is also conceivable to fasten the lifting hook (B) with the cylinder by fastening the other end of the separation to the working column (A) of the fixing member.

【0043】[0043]

【発明の効果】以上のように、本発明に係る梁鉄筋の組
立工法では、昇降駆動源(30)とこれにより作動され
る鉄筋支持バー係止用の昇降フツク(B)とを装備した
作業支柱(A)を、その昇降フツク(B)同志が向かい
合う1組づつの数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)として、作
業現場へ左右並列状態に据え立てると共に、上記昇降フ
ツク(B)の向かい合う左右相互間へ鉄筋支持バー(4
0)を係脱自在に、且つ水平な横架状態に各々係止させ
て、先づ上記昇降フツク(B)を昇降駆動源(30)に
より悉く一定高さに下降させた状態のもとで、その鉄筋
支持バー(40)へ所要数のスターラツプ(a)を凭れ
掛けさせると共に、そのスターラツプ(a)の枠内に通
し入れた上側主筋(b)の所要数を、上記鉄筋支持バー
(40)上へ載置状態に係止させ、次いで上記昇降フツ
ク(B)を昇降駆動源(30)により一挙同時に上昇さ
せて、そのスターラツプ(a)を上側主筋(b)からの
吊り下がり状態に保った上、その上側主筋(b)とスタ
ーラツプ(a)とを結束する一方、そのスターラツプ
(a)の枠内に通し入れた下側主筋(c)とスターラツ
プ(a)とを結束し、最後に上記鉄筋支持バー(40)
を昇降フツク(B)から取りはずすようになっているた
め、従来技術のように鉄筋支持バーを一斉に持ち上げた
り、作業支柱を一斉に据え替えたりする人手の重労働が
不要となり、短時間での安楽に多量の梁鉄筋を組立作業
できる効果があり、安全性にも優れる。
As described above, in the method of assembling a beam rebar according to the present invention, the work provided with the lifting drive source (30) and the lifting hook (B) operated by the lifting source for locking the reinforcing bar support bar. The support (A) is divided into several sets (A1-L) (A2-L) (A3-
L) (A1-R), (A2-R), (A3-R) are installed on the work site in a left-right parallel state, and a reinforcing bar support bar (4) is inserted between the left and right sides facing the lifting hook (B).
0) are engaged with each other so as to be freely disengageable and horizontally suspended, and the lifting hook (B) is first lowered to a certain height by the lifting driving source (30). A required number of star wraps (a) are leaned against the reinforcing bar support bar (40), and the required number of upper main reinforcing bars (b) passed through the frame of the star wrap (a) is reduced by the reinforcing bar supporting bar (40). ) The upper hook (B) is locked in the mounted state, and the lifting hook (B) is simultaneously raised by the lifting drive source (30) at a time to keep the star wrap (a) suspended from the upper main bar (b). In addition, while binding the upper main bar (b) and the star wrap (a), the lower main bar (c) and the star wrap (a) passed through the frame of the star wrap (a) are tied, and finally, The above reinforcing bar support bar (40)
Is removed from the lifting hook (B), eliminating the need for manual labor such as lifting the rebar support bars all at once or replacing the work posts all at once, unlike the prior art. Has the effect of assembling a large number of beam rebars, and is excellent in safety.

【0044】又、請求項2の組立工法によれば、上側主
筋(b)からの吊り下がり状態において、その上側主筋
(b)とスターラツプ(a)とを結束した後、引続き昇
降フツク(B)を更に高く上昇させた状態のもとで、上
記スターラツプ(a)に対する下側主筋(c)の通し入
れ作業と、その両者の結束作業とを一層安楽に能率良く
遂行することができ、作業時間と労力の大幅な削減に役
立つ。
According to the assembling method of the second aspect, in the state of being suspended from the upper main reinforcement (b), after binding the upper main reinforcement (b) and the star wrap (a), the lifting hook (B) is continued. Under the condition that the height is further raised, the work of passing the lower main bar (c) through the star wrap (a) and the work of binding the both can be performed more easily and efficiently, and the working time can be improved. And help greatly reduce labor.

【0045】特に、請求項3の組立工法を採用するなら
ば、そのストツパースタンド(63)の据え立て併用に
よって、上側主筋(b)と下側主筋(c)の先端部を自
づと受け止めて揃えることができるので、そのスターラ
ツプ(a)に対する通し入れ作業をますます軽快に正し
く行なえる効果がある。
In particular, if the assembling method according to the third aspect is adopted, the tip portions of the upper main bar (b) and the lower main bar (c) are received by themselves together with the stop of the stopper stand (63). The stapling (a) can be performed more lightly and correctly.

【0046】更に、上記組立工法に用いる作業支柱
(A)として、請求項4に記載の構成を採用するなら
ば、その支柱本体(11)の中空内部に昇降フツク
(B)のリフトチエン(35)や、その昇降フツク
(B)の昇降ガイドレール(29)が組込まれている一
方、上記昇降フツク(B)の駆動用正逆回転モーター
(30)も付属設置されていると共に、上記昇降フツク
(B)が支柱本体(11)の導出窓(15)から導出す
る先端フツク片(39)に対して、鉄筋支持バー(4
0)が係脱自在に係止使用されるようになっているた
め、その作業支柱(A)を目的とする梁鉄筋の大きさや
長さなどに合うレイアウトとして、作業現場へ自由自在
に据え立て使用し、上記昇降フツク(B)を作業しやす
い鉄筋支持高さに調整して、その梁鉄筋の組立作業を極
めて安楽に能率良く行なうことができ、その現場作業性
や汎用性、省力化に著しく優れる。
Furthermore, if the working column (A) used in the assembling method adopts the structure described in claim 4, the lifting chain (35) of the lifting hook (B) is installed in the hollow interior of the column body (11). Also, while the lifting guide rail (29) of the lifting hook (B) is incorporated, a forward / reverse rotation motor (30) for driving the lifting hook (B) is also attached and installed, and the lifting hook (B) is installed. B) with respect to the tip hook piece (39) led out from the lead-out window (15) of the support body (11) with respect to the reinforcing bar support bar (4).
Since the work support (A) is designed to be freely used at the work site, the work support (A) has a layout suitable for the size and length of the desired beam rebar. By using the lifting hook (B) to adjust the supporting height of the reinforcing bar, which is easy to work, the assembling work of the beam rebar can be performed extremely easily and efficiently. Remarkably excellent.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る梁鉄筋の組立用作業支柱を示す正
面図である。
FIG. 1 is a front view showing a working column for assembling a beam reinforcing bar according to the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】図2に対応する昇降フツクの最上昇状態を示す
側面図である。
FIG. 3 is a side view of the lifting hook corresponding to FIG.

【図4】支柱本体を分解して示す斜面図である。FIG. 4 is an exploded perspective view showing the column main body.

【図5】図2の5−5線に沿う一部切欠きの拡大断面図
である。
FIG. 5 is an enlarged cross-sectional view of a partially cutaway along line 5-5 in FIG. 2;

【図6】図2の6−6線に沿う拡大断面図である。FIG. 6 is an enlarged sectional view taken along line 6-6 in FIG. 2;

【図7】図2の7−7線に沿う拡大断面図である。FIG. 7 is an enlarged sectional view taken along line 7-7 of FIG. 2;

【図8】鉄筋支持バーを抽出して示す斜面図である。FIG. 8 is a perspective view showing extracted reinforcing bar support bars.

【図9】昇降フツクに対する鉄筋支持バーの係止状態を
示す斜面図である。
FIG. 9 is a perspective view illustrating a state in which the reinforcing bar is locked to the lifting hook.

【図10】昇降制御回路図である。FIG. 10 is an elevation control circuit diagram.

【図11】図10の部分詳細図である。FIG. 11 is a partial detailed view of FIG. 10;

【図12】作業支柱の数組と主制御盤との全体的な電気
配線図である。
FIG. 12 is an overall electrical wiring diagram of several sets of working columns and a main control panel.

【図13】モーター(昇降駆動源)の運転回路図であ
る。
FIG. 13 is an operation circuit diagram of a motor (elevation drive source).

【図14】電源回路図である。FIG. 14 is a power supply circuit diagram.

【図15】作業支柱の並列据え立て状態を示す斜面図で
ある。
FIG. 15 is a perspective view showing a state in which the work columns are set up in parallel.

【図16】鉄筋支持バーに対するスターラツプの凭れ掛
け状態と上側主筋の通し入れ状態を示す正面図である。
FIG. 16 is a front view showing a state in which the star wrap rests on the reinforcing bar support bar and a state in which the upper main bar is inserted.

【図17】図16の17−17線断面図である。FIG. 17 is a sectional view taken along line 17-17 of FIG. 16;

【図18】スターラツプの吊り上げ状態と、上側主筋並
びに下側主筋の通し入れ状態を示す正面図である。
FIG. 18 is a front view showing a state in which the star wrap is lifted, and a state in which the upper main bar and the lower main bar are inserted.

【図19】図18の19−19線断面図である。FIG. 19 is a sectional view taken along line 19-19 of FIG. 18;

【図20】スターラツプの凭れ掛け状態から下側主筋の
通し入れ状態までを段階的に示す正面図である。
FIG. 20 is a front view showing steps from a state where the star wrap rests to a state where the lower main bar is inserted.

【図21】図20の21−21線断面図である。FIG. 21 is a sectional view taken along line 21-21 of FIG. 20;

【符号の説明】[Explanation of symbols]

(11)・支柱本体 (15)・導出窓 (22)・チエン従動スプロケツト (25)・チエン駆動スプロケツト (29)・昇降ガイドレール (30)・昇降駆動源(正逆回転モーター) (35)・リフトチエン (40)・鉄筋支持バー (42)・コロ (63)・ストツパースタンド (A)・作業支柱 (A1−L)・作業支柱 (A2−L)・作業支柱 (A3−L)・作業支柱 (A1−R)・作業支柱 (A2−R)・作業支柱 (A3−R)・作業支柱 (B)・昇降フツク (a)・スターラツプ (b)・上側主筋 (c)・下側主筋 (11) ・ Main body (15) ・ Outlet window (22) ・ Chain driven sprocket (25) ・ Chain driving sprocket (29) ・ Elevation guide rail (30) ・ Elevation drive source (forward / reverse rotation motor) (35) ・Lift chain (40), Rebar support bar (42), Roller (63), Stopper stand (A), Work column (A1-L), Work column (A2-L), Work column (A3-L), Work column (A1-R), work support (A2-R), work support (A3-R), work support (B), lifting hook (a), star wrap (b), upper main bar (c), lower main bar

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】昇降駆動源(30)とこれにより作動され
る鉄筋支持バー係止用の昇降フツク(B)とを装備した
作業支柱(A)を、その昇降フツク(B)同志が向かい
合う1組づつの数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)として、作
業現場へ左右並列状態に据え立てると共に、 上記昇降フツク(B)の向かい合う左右相互間へ鉄筋支
持バー(40)を係脱自在に、且つ水平な横架状態に各
々係止させて、 先づ、上記昇降フツク(B)を昇降駆動源(30)によ
り悉く一定高さに下降させた状態のもとで、その鉄筋支
持バー(40)へ所要数のスターラツプ(a)を凭れ掛
けさせると共に、そのスターラツプ(a)の枠内に通し
入れた上側主筋(b)の所要数を、上記鉄筋支持バー
(40)上へ載置状態に係止させ、 次いで、上記昇降フツク(B)を昇降駆動源(30)に
より一挙同時に上昇させて、そのスターラツプ(a)を
上側主筋(b)からの吊り下がり状態に保った上、その
上側主筋(b)とスターラツプ(a)とを結束する一
方、そのスターラツプ(a)の枠内に通し入れた下側主
筋(c)とスターラツプ(a)とを結束し、 最後に、上記鉄筋支持バー(40)を昇降フツク(B)
から取りはずすことを特徴とする梁鉄筋の組立工法。
A work column (A) equipped with a lifting drive source (30) and a lifting hook (B) for locking a reinforcing bar supported by the lifting drive source (30), wherein the lifting hooks (B) face each other. Several sets (A1-L) (A2-L) (A3-
L) (A1-R), (A2-R), (A3-R), as well as being installed on the work site in a left-right parallel state, and a reinforcing bar support bar (40) between the left and right sides facing the lifting hook (B). The lifting and lowering hook (B) is firstly lowered to a certain height by the lifting and lowering drive source (30), and the rebars are locked. A required number of star wraps (a) are laid on the support bar (40), and the required number of upper main reinforcing bars (b) passed through the frame of the star wrap (a) is placed on the reinforcing bar supporting bar (40). Then, the lifting hook (B) is raised at once by the lifting drive source (30), and the star wrap (a) is kept suspended from the upper main bar (b). , Its upper main bar (b) and star wrap ( ), While binding the lower main bar (c) and the star wrap (a) passed through the frame of the star wrap (a). Finally, the reinforcing bar support bar (40) is raised and lowered by the hook (B). )
A method of assembling beam rebars, characterized by being removed from
【請求項2】昇降駆動源(30)とこれにより作動され
る鉄筋支持バー係止用の昇降フツク(B)とを装備した
作業支柱(A)を、その昇降フツク(B)同志が向かい
合う1組づつの数組(A1−L)(A2−L)(A3−
L)(A1−R)(A2−R)(A3−R)として、作
業現場へ左右並列状態に据え立てると共に、 上記昇降フツク(B)の向かい合う左右相互間へ鉄筋支
持バー(40)を係脱自在に、且つ水平な横架状態に各
々係止させて、 先づ、上記昇降フツク(B)を昇降駆動源(30)によ
り悉く一定高さに下降させた状態のもとで、その鉄筋支
持バー(40)へ所要数のスターラツプ(a)を凭れ掛
けさせると共に、そのスターラツプ(a)の枠内に通し
入れた上側主筋(b)の所要数を、上記鉄筋支持バー
(40)上へ載置状態に係止させ、 次いで、上記昇降フツク(B)を昇降駆動源(30)に
より一挙同時に上昇させて、そのスターラツプ(a)を
上側主筋(b)からの吊り下がり状態に保った上、その
上側主筋(b)とスターラツプ(a)とを結束し、 引続き、上記昇降フツク(B)を昇降駆動源(30)に
より更に一定高さまで上昇させた状態のもとで、上記ス
ターラツプ(a)の枠内に通し入れた下側主筋(c)と
スターラツプ(a)とを結束し、 最後に、上記鉄筋支持バー(40)を昇降フツク(B)
から取りはずすことを特徴とする梁鉄筋の組立工法。
2. A work column (A) equipped with a lifting drive source (30) and a lifting hook (B) for locking a reinforcing bar supported by the lifting drive source (30), wherein the lifting hooks (B) face each other. Several sets (A1-L) (A2-L) (A3-
L) (A1-R), (A2-R), (A3-R), as well as being installed on the work site in a left-right parallel state, and a reinforcing bar support bar (40) between the left and right sides facing the lifting hook (B). The lifting and lowering hook (B) is firstly lowered to a certain height by the lifting and lowering drive source (30), and the rebars are locked. A required number of star wraps (a) are laid on the support bar (40), and the required number of upper main reinforcing bars (b) passed through the frame of the star wrap (a) is placed on the reinforcing bar supporting bar (40). Then, the lifting hook (B) is raised at once by the lifting drive source (30), and the star wrap (a) is kept suspended from the upper main bar (b). , Its upper main bar (b) and star wrap ( ), And the lower main reinforcing bar (B) is passed through the frame of the star wrap (a) in a state where the lifting hook (B) is further raised to a certain height by the lifting drive source (30). (C) and the star wrap (a) are bound, and finally, the reinforcing bar support bar (40) is raised and lowered by the hook (B).
A method of assembling beam rebars, characterized by being removed from
【請求項3】左右並列状態として据え立てた作業支柱
(A)の数組(A1−L)(A2−L)(A3−L)
(A1−R)(A2−R)(A3−R)に対して、その
前端部又は後端部へストツパースタンド(63)を横断
状態に据え立てることにより、スターラツプ(a)の枠
内に通し入れた上側主筋(b)と下側主筋(c)の先端
部を受け止めて揃えることを特徴とする請求項1又は2
記載の梁鉄筋の組立工法。
3. Several sets (A1-L), (A2-L), and (A3-L) of the work columns (A) set up in a left-right parallel state.
The (A1-R), (A2-R) and (A3-R) can be set up in the frame of the star wrap (a) by laying the stopper stand (63) in a crossing state at the front end or the rear end thereof. The front end portions of the upper main bar (b) and the lower main bar (c) which have been inserted are received and aligned.
The method of assembling the beam reinforcement described.
【請求項4】上下方向に沿う昇降フツク用導出窓(1
5)が開口する平面視の四角形に枠組み一体化された中
空の支柱本体(11)と、 その支柱本体(11)の下端部から一体的に張り出す安
定接地盤(14)と、 上記支柱本体(11)内の上端部と下端部へ、各々回転
自在に軸支されたチエン従動スプロケツト(22)並び
にチエン駆動スプロケツト(25)と、 そのチエン従動スプロケツト(22)とチエン駆動スプ
ロケツト(25)との上下相互間に臨む位置関係とし
て、同じく支柱本体(11)の内部に列設された向かい
合う一対のコロ転動用昇降ガイドレール(29)と、 上記チエン従動スプロケツト(22)とチエン駆動スプ
ロケツト(25)との上下相互間に捲き掛けられたリフ
トチエン(35)と、 そのリフトチエン(35)を回走駆動すべく、支柱本体
(11)の下端部へ上記チエン駆動スプロケツト(2
5)との伝動連結状態に付属設置された正逆回転モータ
ー(30)と、 支柱本体(11)の導出窓(15)から導出する関係状
態として、上記リフトチエン(35)の途中に締結一体
化された昇降フツク(B)と、 その昇降フツク(B)へ遊転自在に軸支された少なくと
も一対のコロ(42)とを備え、 上記昇降フツク(B)の導出窓(15)から導出する先
端フツク片(39)へ、上方から鉄筋支持バー(40)
を係脱自在に係止使用するように定めたことを特徴とす
る梁鉄筋の組立用作業支柱。
4. A lead-out window (1) for lifting hooks along the vertical direction.
5) a hollow pillar body (11) that is frame-integrated into a rectangular shape in plan view with an opening, a stable grounding board (14) that integrally projects from the lower end of the pillar body (11), and the pillar body A chain driven sprocket (22) and a chain drive sprocket (25) rotatably supported on the upper and lower ends in (11), respectively, and the chain driven sprocket (22) and the chain drive sprocket (25). As a positional relationship facing the upper and lower sides of the column, a pair of facing roller elevating guide rails (29) also arranged in the column body (11), the chain driven sprocket (22), and the chain driving sprocket (25). ), And a lower end of a support body (11) for driving the lift chain (35) to rotate. The delay drive sprocket (2
5) The forward / reverse rotation motor (30) attached to the transmission connection state with the power transmission connection state, and the connection state derived from the exit window (15) of the support body (11) is fastened and integrated in the middle of the lift chain (35). The lifting hook (B), and at least a pair of rollers (42) rotatably supported by the lifting hook (B), and is led out from the outlet window (15) of the lifting hook (B). Reinforcing bar support bar (40) to tip hook piece (39) from above
A work column for assembling a beam rebar, characterized in that it is used so that it can be detachably engaged.
JP27292894A 1994-10-11 1994-10-11 Method of assembling beam rebar and work support for it Expired - Fee Related JP2648904B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27292894A JP2648904B2 (en) 1994-10-11 1994-10-11 Method of assembling beam rebar and work support for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27292894A JP2648904B2 (en) 1994-10-11 1994-10-11 Method of assembling beam rebar and work support for it

Publications (2)

Publication Number Publication Date
JPH08109746A JPH08109746A (en) 1996-04-30
JP2648904B2 true JP2648904B2 (en) 1997-09-03

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1030601C2 (en) * 2005-12-06 2007-06-07 Steven Edward Kelly Tool and method for manufacturing a reinforcement.
CN102720367B (en) * 2012-05-18 2014-08-06 山西省第二建筑工程公司 Shear wall main reinforcement variable-spacing construction method
CN112845999B (en) * 2020-12-31 2022-10-21 深圳市三省智能制造设备有限公司 Part positioning and assembling method
CN113351805A (en) * 2021-06-11 2021-09-07 中交二航局第四工程有限公司 Ship lock chamber wall steel bar prefabricating jig frame and ship lock chamber wall steel bar prefabricating method
CN114054651B (en) * 2021-11-27 2023-05-30 中铁隧道集团二处有限公司 Modularized device of plane precast pier reinforcement cage and rectangular reinforcement cage manufacturing method

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JPH08109746A (en) 1996-04-30

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