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JP2729932B2 - Method of assembling beam rebar and work support for it - Google Patents
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JP2729932B2 - Method of assembling beam rebar and work support for it - Google Patents

Method of assembling beam rebar and work support for it

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Publication number
JP2729932B2
JP2729932B2 JP20386195A JP20386195A JP2729932B2 JP 2729932 B2 JP2729932 B2 JP 2729932B2 JP 20386195 A JP20386195 A JP 20386195A JP 20386195 A JP20386195 A JP 20386195A JP 2729932 B2 JP2729932 B2 JP 2729932B2
Authority
JP
Japan
Prior art keywords
bar
lifting
hook
fixed
column
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
JP20386195A
Other languages
Japanese (ja)
Other versions
JPH0932296A (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 JP20386195A priority Critical patent/JP2729932B2/en
Publication of JPH0932296A publication Critical patent/JPH0932296A/en
Application granted granted Critical
Publication of JP2729932B2 publication Critical patent/JP2729932B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

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

【0001】[0001]

【発明の属する技術分野】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】本発明者はこの種梁鉄筋の組立工法とそ
のための作業支柱について、先に特願平6−27292
8号を提案した。
2. Description of the Related Art The inventor of the present invention has previously described in Japanese Patent Application No. 6-27292 a method of assembling a rebar of this type and a working column therefor.
No. 8 was proposed.

【0003】この先行発明では昇降駆動源(30)と、
これにより作動される鉄筋支持バー係止用昇降フツク
(B)とを装備した作業支柱(A)の数組(A1−L)
(A2−L)(A3−L)(A1−R)(A2−R)
(A3−R)を用いて、これらをその昇降フツク(B)
同志が向かい合う左右並列状態として、作業現場へ据え
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おく。
In this prior art, a lifting drive source (30),
Several sets (A1-L) of working columns (A) equipped with the lifting hooks (B) for locking the reinforcing bar supporting bar operated by this.
(A2-L) (A3-L) (A1-R) (A2-R)
Using (A3-R), these are lifted and lowered (B)
It is set up at the work site as a left-right parallel state where comrades face each other, and the reinforcing bar support bars (40) are engaged with each other so as to be freely disengageable and horizontally suspended between the left and right sides of the lifting hook (B). Keep it.

【0004】そして、先ず上記昇降フツク(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
を結束するようになっている。
[0004] First, in a state where the lifting hook (B) is lowered to a certain height by the lifting driving source (30), a required number of star wraps (a) are added to the reinforcing bar support bar (40). The required number of upper main bars (b) passed through the frame of the star wrap (a)
The lifting hook (B) was simultaneously raised at a time by holding it on the reinforcing bar support bar (40), and the star wrap (a) was kept suspended from the upper main bar (b). The upper main bar (b) and the star wrap (a) are bound together, while the lower main bar (c) and the star wrap (a) passed through the frame of the star wrap (a) are bound together. I have.

【0005】[0005]

【発明が解決しようとする課題】つまり、上記先行発明
は上側主筋(b)からの吊り下がり状態に保たれたスタ
ーラツプ(a)の枠内へ、その後に下側主筋(c)の所
要数を通し入れる組立工法であるため、その下側主筋
(c)の通し入れに先立って、スターラツプ(a)と上
側主筋(b)とを結束しておかなければ、そのスターラ
ツプ(a)が位置ズレや振れ動きを生ずる関係上、その
枠内へ下側主筋(c)を円滑・安楽にすばやく通し入れ
作業することが困難であり、スターラツプ(a)に対す
る上側主筋(b)と下側主筋(c)の結束作業を、まと
めて一斉に能率良く行なうことができない。
That is, in the above prior art, the required number of the lower main bars (c) is set into the frame of the star wrap (a) kept suspended from the upper main bars (b). Since this is an assembling method, the star wrap (a) and the upper main bar (b) must be bound before the lower main bar (c) is passed through, so that the star wrap (a) may be misaligned. Due to the swinging motion, it is difficult to smoothly and quickly pass the lower main bar (c) into the frame, and the upper main bar (b) and the lower main bar (c) with respect to the star wrap (a) are difficult. Cannot be efficiently and collectively performed at once.

【0006】[0006]

【課題を解決するための手段】本発明はこのような課題
の改善を目的としており、そのために梁鉄筋の組立工法
として、昇降駆動源とこれにより作動される鉄筋支持バ
ー用の昇降フツク並びに固定フツクとを装備した作業支
柱を、その昇降フツク同志並びに固定フツク同志が向か
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、
SUMMARY OF THE INVENTION An object of the present invention is to improve such a problem, and as a method of assembling a beam reinforcing bar, a lifting drive source and a lifting hook and fixing for a reinforcing bar support bar operated by the same are provided. The work columns equipped with the hooks are set up in a left-right parallel state at the work site as several sets, one set facing each other with the lifting hooks and the fixed hooks facing each other.

【0007】上記昇降フツク同志の向かい合う左右相互
間と固定フツク同志の向かい合う左右相互間へ、昇降鉄
筋支持バーと固定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、
The lifting and lowering reinforcing bar support bar and the fixed reinforcing bar support bar are engaged with each other between the left and right sides of the lifting hooks and the left and right sides of the fixed hooks so as to be detachable and horizontal. ,

【0008】先ず、上記昇降フツクを昇降駆動源により
悉く一定高さ位置に下降させた状態のもとで、その昇降
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
の所要数を昇降鉄筋支持バー上へ、同じくスターラツプ
の枠内に通し入れた下側主筋の所要数を固定鉄筋支持バ
ー上へ、各々載置状態に係止させ、
First, under the condition that the lifting hook is lowered to a certain height position by the lifting driving source, a required number of star wraps are laid on the lifting rebar support bar and the star wrap is placed in the frame of the star wrap. The required number of upper main reinforcements passed in is put on the elevating rebar support bar, and the required number of lower main reinforcements also passed in the frame of the star lap is put on the fixed reinforcement support bar, and locked in the mounted state, respectively.

【0009】次いで、上記昇降フツクを昇降駆動源によ
り、下側主筋が固定鉄筋支持バーからスターラツプへ移
載される高さ位置まで一挙同時に上昇させて、そのスタ
ーラツプと下側主筋を上側主筋からの吊り下がり状態に
保った上、そのスターラツプに対して上側主筋と下側主
筋を結束し、
Then, the lifting hook is raised simultaneously by the lifting drive source to a height at which the lower main bar is transferred from the fixed reinforcing bar support bar to the star wrap, and the star wrap and the lower main bar are moved from the upper main bar. While maintaining the suspended state, bind the upper main bar and the lower main bar to the star wrap,

【0010】最後に、両鉄筋支持バーをその昇降フツク
並びに固定フツクから各々取りはずすことを特徴とし、
Finally, the two reinforcing bars are detached from the lifting hook and the fixing hook, respectively.

【0011】又、その組立工法に用いる作業支柱として
の構成上、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、
[0011] Further, because of the structure as a working column used in the assembling method, a hollow column main body integrally formed in a rectangular shape in a plan view with an opening window for a lifting hook extending in the vertical direction is opened;

【0012】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、
A stable grounding panel integrally projecting from a lower end of the column body;

【0013】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、
A chain driven sprocket and a chain driving sprocket rotatably supported on the upper end and the lower end of the column body, respectively;

【0014】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捲き掛けられたリフトチ
エンと、
A lift chain wound between the upper and lower sides of the chain driven sprocket and the chain driving sprocket;

【0015】そのリフトチエンを回走駆動すべく、上記
支柱本体の下端部へ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、
A forward / reverse rotation motor attached to a lower end portion of the column body in a power transmission connection state with a chain drive sprocket for driving the lift chain to rotate;

【0016】上記支柱本体の導出窓から導出する関係状
態として、リフトチエンの途中に付属一体化された昇降
フツクと、
As a relation state derived from the exit window of the column main body, a lifting hook attached and integrated in the middle of the lift chain,

【0017】上記昇降フツクの下側に並列する関係状態
として、支柱本体の下端部付近に付属一体化された固定
フツクとを備え、
A fixed hook attached and integrated near the lower end of the column main body is provided as a relational state parallel to the lower side of the lifting hook.

【0018】上記昇降フツクへ上方から係脱自在に係止
使用される昇降鉄筋支持バーによって上側主筋を、上記
固定フツクへ同じく上方から係脱自在に係止使用される
固定鉄筋支持バーによって下側主筋を、各々支持するよ
うに定めたことを特徴とするものである。
The upper main reinforcing bar is used by an elevating rebar supporting bar that is used to be detachably engaged with the elevating hook from above. It is characterized in that the main muscles are determined to support each other.

【0019】[0019]

【発明の実施の形態】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19
50mmの一定高さを有するものとして、向かい合う一
対のリツプ溝型鋼から平面視の四角形(約150×15
0mm)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
(12)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。
DETAILED 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.
Assuming that it has a constant height of 50 mm, a square (approximately 150 x 15
0mm) Hollow pillar body (11) integrated into the framework
And a stable grounding board (14) fixed to the lower end of the support body (11) in a horizontal overhang state via an angle stay (12) and bolts (13).

【0020】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、そのリツプ溝型鋼
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 body (11) is frame-integrated into the above-mentioned rectangular hollow, the space between the opposed lip-groove steels is a vertically extending hook-out window for a hook having a constant 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.

【0021】(16)は上記支柱本体(11)の上端部
において、そのリツプ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(18)が
植立されている。(19)は上記支柱本体(11)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) and opposed to each other of the lip channel steel, and (17) is also the upper surface of the column main body (11). This is a top cover for covering the part, in which a hanging bracket (18) of the work support (A) itself is planted. (19) is a handle integrally projecting from the back of the support body (11) at a mid-height position, and (20) is a stable grounding board (14) corresponding to the handle (19). It is a pair of rubber wheels or a free wheel with a brake pivotally supported on the rear part, and is used in conjunction with the handle (19) for artificially pulling the working column (A).

【0022】又、(21)は上記リツプ溝型鋼の内部に
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(2
2)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 opposing bearings (pillow blocks) fitted and fixed to the upper end of the column main body (11) in a state to be accommodated in the above-mentioned lip grooved steel. Sprocket (2
The rotation support shaft (23) of 2) is supported in a horizontal and horizontal state.

【0023】(24)は同じくリツプ溝型鋼の内部に納
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(25)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 inside of the lip grooved steel, whereby the chain drive sprocket (25) is provided. ) Is also horizontally supported.

【0024】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.

【0025】(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)の内部に
列設された平行な一対づつの昇降ガイドであって、リツ
プ溝型鋼の内向き直角に折り曲げられたリツプから成
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)のそれ
自身から内向き一体的に突設しても勿論良い。
(28) is a vertical positional relationship between the chain driven sprocket (22) and the chain drive sprocket (25), which is located between the upper and lower parts. A guide, which comprises a lip channel steel bent inwardly bent lip defining a roller channel guide rail (29), described below, between the opposing channels. 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) itself.

【0026】(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 column body (11) from the back thereof via bolts (31) and the like, and is a lifting / lowering drive source. 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).

【0027】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、昇降ベース枠(37)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 driving sprocket (25), and a pair of upper and lower tension adjusting tools ( 36)
The lifting base frame (37) is fastened via the.

【0028】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ベース
枠(37)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 elevating base frame (37) interposed in the middle of the lift chain (35) is adapted to perform the elevating operation.

【0029】その昇降ベース枠(37)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
一体化されており、その露出する正面部にボルト(3
8)などを介して、昇降フツク(39)が取付け固定さ
れている。その昇降フツク(39)に対して上方から昇
降鉄筋支持バー(40)の端部が、係脱自在に係止使用
されるのである。そして、その昇降鉄筋支持バー(4
0)により後述の上側主筋が支持されることとなる。
As shown in FIG. 4, the lifting base frame (37) is frame-integrated into a square having a size to be led out through the lifting hook lead-out window (15) of the support body (11). Bolts (3
The lifting hook (39) is mounted and fixed via 8) and the like. The upper and lower hooks (39) are engaged with the ends of the lifting and lowering reinforcing bar support bars (40) from above. Then, the lifting bar support bar (4
By 0), an upper main bar described later is supported.

【0030】但し、上記昇降フツク(39)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)との連続一体に作成してもさ
しつかえない。上記昇降鉄筋支持バー(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(41)の複数が、予じめ
所定の間隔ピツチ(P1)を保つ分布状態に付与されて
いる。
However, as long as the lifting hook (39) can be led out from the lead-out window (15) of the column body (11),
Even if it is formed continuously and integrally with the lifting base frame (37), it may be acceptable. The lifting rebar supporting bar (40) is preferably made of an angle type steel having a fixed length as shown in FIGS. 8 and 9 and bears a reinforcing bar receiving notch (41) on the upper surface thereof. A plurality of pieces are provided in a distribution state in which a predetermined interval pitch (P1) is maintained in advance.

【0031】他方、上記昇降ベース枠(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(1
1)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(39)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 rotatably supported by a horizontal support shaft (43) on the back surface of the lift base frame (37) which is immersed in the support body (11). The roller (42) is supported by the support body (1).
By rolling the guide rail (29) defined in 1), the lifting hook (39) can be smoothly and correctly raised and lowered. 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.

【0032】(44)は上記昇降フツク(39)との対
をなす固定フツクであり、その昇降フツク(39)より
も下側に位置する関係状態として、支柱本体(11)の
下端部付近に付属一体化されている。
Reference numeral (44) denotes a fixed hook which forms a pair with the lifting hook (39). The fixed hook is located below the lifting hook (39) in the vicinity of the lower end of the column body (11). Comes integrated.

【0033】この点、図示の実施例では支柱本体(1
1)の両側面部に剛性な受け枠(45)の一対を取付け
固定し、その各個に差し込んだ固定フツク(44)の先
端部を、何れも上記昇降フツク(39)と同じ正面方向
への張り出し並列状態に保っているが、その受け枠(4
5)を省略して、直接支柱本体(11)の側面部や正面
部へ固定フツク(44)を取付け一体化しても良い。
In this respect, in the illustrated embodiment, the support body (1
A pair of rigid receiving frames (45) are attached and fixed to both side surfaces of (1), and the front ends of the fixing hooks (44) inserted into each of them are projected in the same front direction as the lifting hook (39). Although they are kept in a parallel state, their receiving frames (4
5) may be omitted, and the fixing hook (44) may be directly attached to the side surface portion or the front surface portion of the column body (11) to be integrated.

【0034】又、上記固定フツク(44)は並列する2
個一対に限らず、その何れか一方の1個でも良い。更
に、固定フツク(44)を昇降フツク(39)と同じ正
面方向へ張り出さず、支柱本体(11)の側面部へ言わ
ば短かく付属一体化させるにとどめてもさしつかえな
い。
The fixed hooks (44) are arranged in parallel with each other.
The number is not limited to a pair and may be one of them. Furthermore, the fixing hook (44) does not protrude in the same front direction as the lifting hook (39), and can be attached to the side surface of the column main body (11) in a short manner.

【0035】何れにしても、上記固定フツク(44)に
はやはり上方から固定鉄筋支持バー(46)の端部が、
係脱自在に係止使用され、これによって後述の下側主筋
を支持するようになっている。尚、この固定鉄筋支持バ
ー(46)としても図9のように、上記昇降鉄筋支持バ
ー(40)と同じく、一定長さのアングル型鋼を採用す
ると共に、その上面部に鉄筋受け入れ切欠(47)の複
数を、所定間隔ピツチ(P2)のもとに列設しておくこ
とが望ましい。
In any case, the end of the fixed reinforcing bar support bar (46) is also attached to the fixed hook (44) from above.
It is used so as to be able to be freely engaged and disengaged, thereby supporting a lower main bar described later. As shown in FIG. 9, the fixed reinforcing bar support bar (46) also employs a fixed length angle type steel as in the case of the elevating reinforcing bar support bar (40), and has a reinforcing bar receiving notch (47) on the upper surface thereof. Are desirably arranged in a row at a predetermined pitch (P2).

【0036】(48)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(3
9)の上昇用と下降用の継電器(49)(50)や電磁
開閉器(51)(52)、上限と下限の検知用リミツト
スイツチ(53)(54)、スナツプスイツチ(5
5)、表示ランプ(56)などを備えた昇降制御回路が
組込まれている。
Numeral (48) is a unit control panel attached to and integrated with the back of the column main body (11) at a mid-height position. The unit control panel includes a lifting hook (3) as shown in FIG.
9) Ascending and descending relays (49) and (50) and electromagnetic switches (51) and (52), upper and lower limit detection switches (53) and (54), and a snap switch (5).
5) A lifting control circuit including a display lamp (56) is incorporated.

【0037】上記昇降フツク(39)の上限と下限を検
知するリミツトスイツチ(53)(54)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(39)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(56)はスナツプスイツチ(55)の手動オ
ン操作により点灯して、その昇降フツク(39)の作動
可能な状態にあることを表示する。
The limit switches (53) and (54) for detecting the upper and lower limits of the lifting hook (39) are shown in FIGS.
As can be seen from FIG. 3, they are attached to the upper end and the lower end of the column body (11), respectively, so that they can come into contact with the lifting base frame (37) of the lifting hook (39). The display lamp (56) is turned on by the manual ON operation of the snap switch (55) to indicate that the lifting hook (39) is in an operable state.

【0038】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(39)同志と固定フツ
ク(44)同志を橋絡する如く、上記昇降鉄筋支持バー
(40)と固定鉄筋支持バー(46)が各々水平な横架
状態に係止されるようになっている。
The working column (A) is a set facing each other, and several sets (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.
The ascending and descending reinforcing bar support bar (40) and the fixed reinforcing bar support bar (46) are locked in a horizontal state so as to bridge the pair of facing lifting hooks (39) and fixed hooks (44). It has become so.

【0039】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(48)同志が、適当な
長さのケーブル(57)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(48)同志も、適当な長さのケ
ーブル(58)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(59)(60)を介して、更に
主制御盤(61)へ言わば統括的に電気配線されてもい
る。
In addition, several sets (A1
-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 panels (48) are electrically connected to each other by a cable (57) of an appropriate length, while the right-row pairs (A1-R) (A2- R) (A
The unit control panels (48) of the 3-R) are also electrically connected to each other by cables (58) of an appropriate length, and several sets (A1-L) (A2-L) of both left and right rows thereof are provided. )
(A3-L), (A1-R), (A2-R), and (A3-R) are all electrically connected to the main control panel (61) via the metal outlets (59) and (60). There are.

【0040】その主制御盤(61)に組込まれた主制御
回路は、図10、11から明白なように、上記昇降フツ
ク(39)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(62)(63)を有しており、その上昇用
押ボタンスイツチ(62)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(39)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。
As apparent from FIGS. 10 and 11, the main control circuit incorporated in the main control panel (61) is a push-button switch (62) for raising and lowering the lifting hook (39) remotely. ) (63), and when the lifting push button switch (62) is turned on, the lifting hooks (39) mounted on the working column (A) are set in several sets (A1-L). ) (A2-L) (A3-L) (A1-
R) (A2-R) (A3-R) rise simultaneously.

【0041】他方、下降用押ボタンスイツチ(63)を
オン操作すれば、上記昇降フツク(39)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(61)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 (63) is turned on, the raising / lowering hook (39) will have several pairs (A1-L), (A2-L), and (A3-L) of the working columns (A).
(A1-R), (A2-R), and (A3-R) are also simultaneously lowered at once, and such an ascending and descending operation can be remotely controlled intensively by the main control panel (61). is there.

【0042】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(39)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(55)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(39)だけは昇降せず、その作動不能に
あることを表示ランプ(56)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)
The elevator (39) stops as all hooks (39) are aligned at the same height. If there is a working column (A) in which the snap switch (55) is turned off, the column (A)
Only the lifting hook (39) does not move up and down, and it is possible to know that it is inoperable by turning off the display lamp (56).

【0043】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(64)とノーヒ
ユーズブレーカー(65)のほか、特に正相検出リレー
(66)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(39)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 lifting drive source (30), and FIG. 14 shows a power supply circuit. The power supply circuit includes an earth leakage breaker (64) and a no-use breaker (65). In addition, since the positive phase detection relay (66) is particularly incorporated, the lifting hook (39) does not operate in the event that the phase of the power supply is reversed. Can also be prevented.

【0044】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(39)同
志並びに固定フツク(44)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(39)に亘って昇降鉄筋支持バー
(40)を、同じく向かい合う固定フツク(44)に亘
って固定鉄筋支持バー(46)を各々水平の横架状態に
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), as is apparent from FIG. 15, as a set of right and left hooks (39) and a pair of fixed hooks (44) facing each other. After being erected on the ground of the work site, the lifting rebar support bar (40) is extended over the facing lifting hook (39), and the fixed reinforcing bar support bar (46) is also extended over the facing fixing hook (44). In a horizontal position.

【0045】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、上記昇降鉄筋支持バー(40)や固定鉄
筋支持バー(46)もこれに応じた長さのものを選択使
用する。
In this case, since the work 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 elevating rebar support bar (40) and the fixed rebar support bar (46) are also selected and used according to the length.

【0046】そして、先ず上記作業支柱(A)の昇降フ
ツク(39)をその数組(A1−L)(A2−L)(A
3−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
各昇降鉄筋支持バー(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。
First, the lifting hook (39) of the working column (A) is divided into several sets (A1-L) (A2-L) (A
3-L), (A1-R), (A2-R) and (A3-R), all of which are stopped at the lowering position at a certain height, and the required number of star laps ( a) is laid as shown in FIGS.

【0047】つまり、作業当初には昇降鉄筋支持バー
(40)のすべてを、スターラツプ(a)の凭れ掛け可
能な一定の高さ位置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(61)における下降用押ボタン
スイツチ(63)のオン操作と、その調整高さ位置での
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, all of the lifting and lowering reinforcing bar support bars (40) are set to be adjusted to a fixed height position where the stirrup (a) can rest on. By turning on the lowering push button switch (63) in (61) and turning it off at the adjustment height position, several sets (A1-L) of the working columns (A) are obtained.
(A2-L) (A3-L) (A1-R) (A2-R)
(A3-R) can be achieved simultaneously.

【0048】次いで、そのスターラツプ(a)の枠内へ
図16、17のように、所要数の上側主筋(b)と下側
主筋(c)を通し入れると共に、その上側主筋(b)を
上記昇降鉄筋支持バー(40)上へ、下側主筋(c)を
上記固定鉄筋支持バー(46)上へ各々載置状態に係止
させる。その際、両鉄筋支持バー(40)(46)とし
て上記鉄筋受け入れ切欠(41)(47)の付与された
アングル型鋼を用いるならば、その切欠(41)(4
7)に対する上側主筋(b)や下側主筋(c)の受け入
れ係止状態において、その上側主筋(b)や下側主筋
(c)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)(46)としてはその切
欠(41)(47)に代る節目付きの鋼棒などを採用し
ても支障はない。
Next, as shown in FIGS. 16 and 17, a required number of upper main bars (b) and lower main bars (c) are passed through the frame of the star wrap (a), and the upper main bars (b) are inserted into the frame. The lower main reinforcing bar (c) is locked on the lifting reinforcing bar support bar (40) and mounted on the fixed reinforcing bar supporting bar (46). At this time, if the angle type steel provided with the reinforcing bar receiving notches (41) and (47) is used as the both reinforcing bar support bars (40) and (46), the notches (41) and (4) are used.
In the state where the upper main bar (b) and the lower main bar (c) are received and locked with respect to 7), there is an advantage that the upper main bar (b) and the lower main bar (c) can be positioned and arranged easily and correctly. As the support bars (40) and (46), there is no problem even if a notched steel bar or the like is used instead of the notches (41) and (47).

【0049】その後、主制御盤(61)の上昇用押ボタ
ンスイツチ(62)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(39)を、図18、19のように上記下側主筋
(c)が固定鉄筋支持バー(46)からスターラツプ
(a)へ移載される高さ位置まで一挙同時に上昇させ、
そのスターラツプ(a)と下側主筋(c)を上側主筋
(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
げる。
Thereafter, the ascending push button switch (62) of the main control panel (61) is turned on, and several sets (A1-L), (A2-L), and (A3-L) of the working columns (A) are operated.
The lifting hook (39) in (A1-R), (A2-R) and (A3-R) is connected to the lower main bar (c) from the fixed reinforcing bar support bar (46) with the star wrap (a) as shown in FIGS. At the same time to the height position to be transferred to
The star wrap (a) and the lower main bar (c) are kept suspended from the upper main bar (b), and the adjacent front-rear space (S) of the star wrap (a) is evenly widened.

【0050】そして、そのスターラツプ(a)に対して
引続き、上側主筋(b)と下側主筋(c)をまとめて一
斉に結束作業し、茲に梁鉄筋としての組立を完了したな
らば、上記昇降鉄筋支持バー(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(39)
から取りはずした上、上記完成した梁鉄筋をその残る昇
降鉄筋支持バー(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 upper main reinforcing bar (b) and the lower main reinforcing bar (c) are joined together at a time with respect to the star wrap (a), and when the assembly as the beam reinforcing bar is completed, At least two lifting bars (40) are left, and the rest is the lifting hook (39) of the work column (A).
Then, the completed beam rebar is lifted and moved by a crane or the like together with the remaining elevating rebar support bar (40), and is collectively placed at a certain place in the work site.

【0051】上記昇降フツク(39)をその昇降駆動源
(30)により上昇させて、スターラツプ(a)とこれ
に通し入れられた上側主筋(b)並びに下側主筋(c)
を、宙吊り状態に保つ高さとしては、その結束作業を安
楽な立ち姿勢のもとで行なえる程度に選定すれば良い。
The lifting hook (39) is raised by the lifting drive source (30), and the star wrap (a) and the upper main bar (b) and the lower main bar (c) inserted therethrough.
May be selected so that the binding work can be performed in a comfortable standing posture.

【0052】又、図15、17、19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(67)も併用して、そのスタンド(67)
を作業支柱(A)の数組(A1−L)(A2−L)(A
3−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 apparent from FIGS. 15, 17, and 19, the stand (67) is used in combination with the stopper stand (67) for receiving the upper main bar (b) and the lower main bar (c).
To several sets (A1-L) (A2-L) (A
3-L) (A1-R) (A2-R) (A3-R) If the partition is installed in a crossing state at the front end or the rear end, the leading end of the main reinforcement at the time of passing through the star wrap (a). The parts can be automatically aligned, which is extremely convenient.

【0053】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(39)を作業当初の一定高さ位
置まで下降させて、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 column (A) is kept in the installed state, and the lifting hook (39) is lowered to the constant height position at the beginning of the work. The above operation may 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. Needless to say, it can be freely increased or decreased according to the length of the beam reinforcing steel to be used.

【0054】更に、図示の実施例では昇降フツク(3
9)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(39)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(39)を昇降させることも考えられる。
Further, in the illustrated embodiment, the lifting hook (3)
The work drive (A) is equipped with the lifting drive source (30) of 9) as a motor, but a hydraulic or pneumatic cylinder in place of the motor is provided on the work support (A), and the support (A) is provided. ), The chain driven sprocket (22) is set up and down by a piston rod hanging in parallel with the chain. It is also conceivable that the other end of the detachment is fastened to the working column (A) of the fixing member, and the lifting hook (39) is raised and lowered by the cylinder.

【0055】[0055]

【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
る鉄筋支持バー用の昇降フツク(39)並びに固定フツ
ク(44)とを装備した作業支柱(A)を、その昇降フ
ツク(39)同志並びに固定フツク(44)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、
As described above, in the method of assembling a beam reinforcing bar according to the present invention, the lifting drive source (30) and the lifting hook (39) and the fixed hook (44) for the reinforcing bar supporting bar operated by the driving source (30) are provided. A working column (A) equipped with a pair of lifting hooks (39) and a pair of fixed hooks (44) are opposed to each other by several sets (A1-L), (A2-L) and (A3).
-L) (A1-R) (A2-R) (A3-R)
At the work site, left and right side-by-side

【0056】上記昇降フツク(39)同志の向かい合う
左右相互間と固定フツク(44)同志の向かい合う左右
相互間へ、昇降鉄筋支持バー(40)と固定鉄筋支持バ
ー(46)を係脱自在に、且つ水平な横架状態に各々係
止させて、
The raising and lowering hook (39) and the fixed hook (44) can be detachably connected to the left and right sides of the fixed hooks (44) and the fixed hooks (46) between the left and right sides of the fixed hooks. And each is locked in a horizontal horizontal state,

【0057】先ず、上記昇降フツク(39)を昇降駆動
源(30)により悉く一定高さ位置に下降させた状態の
もとで、その昇降鉄筋支持バー(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
を昇降鉄筋支持バー(40)上へ、同じくスターラツプ
(a)の枠内に通し入れた下側主筋(c)の所要数を固
定鉄筋支持バー(46)上へ、各々載置状態に係止さ
せ、
First, under the condition that the lifting hook (39) is lowered to a certain height position by the lifting driving source (30), a required number of star wraps (a) are mounted on the lifting reinforcing bar support bar (40). And the required number of upper main rebars (b) passed through the frame of the star wrap (a) is placed on the elevating rebar support bar (40), and is also passed through the frame of the star wrap (a). The required number of side main rebars (c) is locked on the fixed reinforcing bar support bar (46) in a mounted state, respectively.

【0058】次いで、上記昇降フツク(39)を昇降駆
動源(30)により、下側主筋(c)が固定鉄筋支持バ
ー(46)からスターラツプ(a)へ移載される高さ位
置まで一挙同時に上昇させて、そのスターラツプ(a)
と下側主筋(c)を上側主筋(b)からの吊り下がり状
態に保った上、そのスターラツプ(a)に対して上側主
筋(b)と下側主筋(c)を結束し、
Next, the lifting hook (39) is simultaneously moved by the lifting drive source (30) to a position where the lower main reinforcing bar (c) is transferred from the fixed reinforcing bar support bar (46) to the star wrap (a). Raise the star wrap (a)
And the lower main bar (c) is suspended from the upper main bar (b), and the upper main bar (b) and the lower main bar (c) are bound to the star wrap (a),

【0059】最後に、両鉄筋支持バー(40)(46)
をその昇降フツク(39)並びに固定フツク(44)か
ら各々取りはずすようになっているため、作業者の人手
によって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み立てることができ、その
現場作業性と安全性に著しく優れる。
Lastly, both rebar supporting bars (40) (46)
Is removed from the lifting hook (39) and the fixed hook (44), eliminating the need for heavy labor such as lifting the rebar support bars at once by a worker's hand or simultaneously replacing the work columns. A large number of beam rebars can be assembled easily in a short time, and the workability and safety at the site are remarkably excellent.

【0060】つまり、本発明の上記組立工法によれば、
作業者としては昇降フツク(39)同志の向かい合う左
右相互間へ昇降鉄筋支持バー(40)を水平な横架状態
に係止させる一方、固定フツク(44)同志の向かい合
う左右相互間へ固定鉄筋支持バー(46)をやはり水平
な横架状態に係止させた上、その一定高さ位置の下降状
態に停止した昇降鉄筋支持バー(40)へ、所要数のス
ターラツプ(a)を凭れ掛けさせる。
That is, according to the assembling method of the present invention,
As a worker, the lifting rebar support bar (40) is locked in a horizontal state between the left and right sides of the lifting hook (39) and the fixed hook (44) is fixed between the left and right sides of the fixing hook (44). The bar (46) is also locked in a horizontal horizontal state, and a required number of star wraps (a) are laid on the elevating rebar supporting bar (40) stopped at a lowered position at a certain height.

【0061】そして、上記スターラツプ(a)の枠内へ
上側主筋(b)と下側主筋(c)との所要数をまとめて
一斉に通し入れ、その上側主筋(b)を昇降鉄筋支持バ
ー(40)上へ載置状態に係止させる一方、下側主筋
(c)を固定鉄筋支持バー(46)上へやはり載置状態
に係止させた後、その下側主筋(c)が固定鉄筋支持バ
ー(46)からスターラツプ(a)へ移載されることに
なる高さ位置まで、上記昇降フツク(39)を悉く上昇
作動させるのである。
Then, the required numbers of the upper main bars (b) and the lower main bars (c) are collectively passed into the frame of the star wrap (a) at a time, and the upper main bars (b) are lifted and lowered by the rebar supporting bar ( 40) While the lower main reinforcing bar (c) is also locked on the fixed reinforcing bar support bar (46) while the lower main reinforcing bar (c) is locked in the mounted state, the lower main reinforcing bar (c) is fixed to the fixed reinforcing bar. The lifting hook (39) is moved up all the way from the support bar (46) to the height position where it is to be transferred to the star wrap (a).

【0062】そうすれば、上記スターラツプ(a)と下
側主筋(c)が上側主筋(b)からの宙吊り状態に垂下
するため、その状態のもとでスターラツプ(a)に対
し、上側主筋(b)と下側主筋(c)をまとめて一斉に
結束作業することができ、その作業を安楽な立ち姿勢の
もとに行なえるのであり、上側主筋(b)と下側主筋
(c)をスターラツプ(a)の枠内へ、まとめて一斉に
通し入れ作業できることとも相俟って、現場作業の効率
を著しく昂め得る効果がある。
In this case, the star wrap (a) and the lower main muscle (c) hang down from the upper main muscle (b) in a suspended state. b) and the lower main bar (c) can be bundled together at a time, and the work can be performed in a comfortable standing posture, and the upper main bar (b) and the lower main bar (c) can be combined. In addition to the fact that the work can be passed all at once into the frame of the star wrap (a), the efficiency of the on-site work can be significantly increased.

【0063】又、上記組立工法の実施に際し、請求項2
に記載のストツパースタンド(67)を据え立て併用す
るならば、上側主筋(b)と下側主筋(c)の先端部を
自づと受け止めて、正しく整然と揃えるできるので、そ
のための特別な人手作業を加える必要がなく、スターラ
ツプ(a)に対する両主筋(b)(c)の通し入れ作業
をますます軽快に行なえる効果がある。
In carrying out the above-mentioned assembling method, the method according to claim 2
If the stopper stand (67) described in (1) is used in combination with the stand, the upper main bar (b) and the lower main bar (c) can be received by themselves and aligned properly and neatly. There is no need to add any work, and there is an effect that the work of passing the main bars (b) and (c) through the star wrap (a) can be performed more and more lightly.

【0064】更に、上記組立工法に用いる作業支柱
(A)として、請求項3に記載の構成を採用するなら
ば、その支柱本体(11)に昇降鉄筋支持バー(40)
の係止用昇降フツク(39)と、固定鉄筋支持バー(4
6)の係止用固定フツク(44)のほか、その昇降フツ
ク(39)の駆動用正逆回転モーター(30)も装備さ
れているため、作業現場での据え立て位置や個数、昇降
フツク(39)による鉄筋の支持高さなどを自由自在に
調整することができる。
Further, if the construction according to the third aspect is adopted as the work column (A) used in the above-mentioned assembling method, the column body (11) has a vertically movable rebar supporting bar (40).
Lifting hook (39) for locking the fixed reinforcing bars (4)
6) In addition to the fixing hook (44) for locking, a forward / reverse rotation motor (30) for driving the lifting hook (39) is also provided. 39) It is possible to freely adjust the supporting height of the rebar according to (39).

【0065】しかも、上記鉄筋支持バー(40)(4
6)はその昇降フツク(39)や固定フツク(44)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
使用することができ、汎用性と省力化にとって著しく有
益である。
Moreover, the reinforcing bar support bars (40) (4)
6) can be removed from the lifting hook (39) and the fixed hook (44), so that it can be used without any restrictions to changes in the size and length of the beam reinforcing bar, and can be used for general purposes. And it is significantly beneficial for labor saving.

【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】昇降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 elevation reinforcing bar support bars.

【図9】昇降フツクと固定フツクに対する昇降鉄筋支持
バー並びに固定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 showing a state in which the lifting / lowering reinforcing bar support bar and the fixed reinforcing bar support bar are locked to the lifting hook and the fixed 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】昇降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並びに下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 is rested on the elevating bar supporting bar and a state in which the upper main bar and the lower main bar are 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を示す正面図で
ある。
FIG. 18 is a front view showing a hung state of the star wrap.

【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;

【符号の説明】[Explanation of symbols]

(11)・支柱本体 (14)・安定接地盤 (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 (30)・昇降駆動源 (35)・リフトチエン (39)・昇降フツク (40)・昇降鉄筋支持バー (44)・固定フツク (46)・固定鉄筋支持バー (67)・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 (a)・スターラツプ (b)・上側主筋 (c)・下側主筋 (11) ・ Main body (14) ・ Stable grounding board (15) ・ Outlet window (22) ・ Chain driven sprocket (25) ・ Chain driving sprocket (30) ・ Elevation drive source (35) ・ Lift chain (39) ・ Elevation Hook (40), Lifting bar support bar (44), Fixed hook (46), Fixed bar support bar (67), Stopper stand (A), Work column (A1-L), Work column (A2-L) Work support (A3-L), work support (A1-R), work support (A2-R), work support (A3-R), work support (a), star wrap (b), upper main bar (c), lower Lateral main bar

Claims (3)

(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
る鉄筋支持バー用の昇降フツク(39)並びに固定フツ
ク(44)とを装備した作業支柱(A)を、その昇降フ
ツク(39)同志並びに固定フツク(44)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(39)同志の向かい合う左右相互間と
固定フツク(44)同志の向かい合う左右相互間へ、昇
降鉄筋支持バー(40)と固定鉄筋支持バー(46)を
係脱自在に、且つ水平な横架状態に各々係止させて、 先ず、上記昇降フツク(39)を昇降駆動源(30)に
より悉く一定高さ位置に下降させた状態のもとで、その
昇降鉄筋支持バー(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)の所要数を昇
降鉄筋支持バー(40)上へ、同じくスターラツプ
(a)の枠内に通し入れた下側主筋(c)の所要数を固
定鉄筋支持バー(46)上へ、各々載置状態に係止さ
せ、 次いで、上記昇降フツク(39)を昇降駆動源(30)
により、下側主筋(c)が固定鉄筋支持バー(46)か
らスターラツプ(a)へ移載される高さ位置まで一挙同
時に上昇させて、そのスターラツプ(a)と下側主筋
(c)を上側主筋(b)からの吊り下がり状態に保った
上、そのスターラツプ(a)に対して上側主筋(b)と
下側主筋(c)を結束し、 最後に、両鉄筋支持バー(40)(46)をその昇降フ
ツク(39)並びに固定フツク(44)から各々取りは
ずすことを特徴とする梁鉄筋の組立工法。
A working column (A) equipped with a lifting drive source (30), a lifting hook (39) for a rebar supporting bar operated by the lifting drive source (30) and a fixed hook (44), and a lifting hook (39). Comrades and fixed hooks (44) Several sets of comrades facing each other (A1-L) (A2-L) (A3
-L) (A1-R) (A2-R) (A3-R)
At the work site, the hooks (39) and the fixed hooks (44) and the fixed hooks (44) are placed between the left and right facing hooks and the fixed hooks (44) between the left and right facing hooks. First, the lifting hook (39) is lowered to a fixed height position by the lifting driving source (30). Then, a required number of star wraps (a) are laid on the lifting rebar support bar (40), and the required number of upper main rebars (b) passed through the frame of the star wrap (a) is reduced. 40) The required number of lower main rebars (c) similarly passed through the frame of the star wrap (a) is locked on the fixed reinforcing bar support bar (46) in the mounted state, and then the lifting and lowering is performed. Ascending hook (39) A driving source (30)
As a result, the lower main bar (c) is simultaneously raised from the fixed reinforcing bar support bar (46) to the height at which the lower main bar (c) is transferred to the star wrap (a), and the star wrap (a) and the lower main bar (c) are moved upward. While keeping the main bar (b) suspended, the upper main bar (b) and the lower main bar (c) are bound to the star wrap (a). ) Is removed from the lifting hook (39) and the fixing hook (44), respectively.
【請求項2】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(67)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記載の
梁鉄筋の組立工法。
2. A plurality of sets (A1-L), (A2-L), and (A3-L) of working columns (A) set up in a left-right parallel state.
For (A1-R), (A2-R) and (A3-R), the stopper stand (67) is set up in a crossing state at the front end or the rear end thereof, so that the stopper stand (67) is within the frame of the star wrap (a). 2. The method of assembling a beam reinforcing bar according to claim 1, wherein the leading ends of the upper main reinforcing bar (b) and the lower main reinforcing bar (c) are received and aligned.
【請求項3】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、上記支柱
本体(11)の下端部へ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、 上記支柱本体(11)の導出窓(15)から導出する関
係状態として、リフトチエン(35)の途中に付属一体
化された昇降フツク(39)と、 上記昇降フツク(39)の下側に並列する関係状態とし
て、支柱本体(11)の下端部付近に付属一体化された
固定フツク(44)とを備え、 上記昇降フツク(39)へ上方から係脱自在に係止使用
される昇降鉄筋支持バー(40)によって上側主筋
(b)を、上記固定フツク(44)へ同じく上方から係
脱自在に係止使用される固定鉄筋支持バー(46)によ
って下側主筋(c)を、各々支持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。
3. A lead-out window (1) for raising and lowering a hook along a 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). A lift chain (35) wound between the upper and lower sides of the column, and a chain drive sprocket (2) to the lower end of the column body (11) to drive the lift chain (35) to rotate.
5) a forward / reverse rotation motor (30) attached to the transmission connection state, and a connection state derived from the lead-out window (15) of the support body (11). The lifting hook (39) provided, and a fixed hook (44) attached and integrated near the lower end of the column body (11) as a relationship state parallel to the lower side of the lifting hook (39), The upper main bar (b) is also used by the lifting hook (39) so as to be able to be detachably engaged from above with the above-mentioned fixed hook (44). A work column for assembling a beam rebar, characterized in that the lower main rebar (c) is each supported by a fixed rebar supporting bar (46).
JP20386195A 1995-07-17 1995-07-17 Method of assembling beam rebar and work support for it Expired - Fee Related JP2729932B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20386195A JP2729932B2 (en) 1995-07-17 1995-07-17 Method of assembling beam rebar and work support for it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20386195A JP2729932B2 (en) 1995-07-17 1995-07-17 Method of assembling beam rebar and work support for it

Publications (2)

Publication Number Publication Date
JPH0932296A JPH0932296A (en) 1997-02-04
JP2729932B2 true JP2729932B2 (en) 1998-03-18

Family

ID=16480921

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20386195A Expired - Fee Related JP2729932B2 (en) 1995-07-17 1995-07-17 Method of assembling beam rebar and work support for it

Country Status (1)

Country Link
JP (1) JP2729932B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020183642A (en) * 2019-05-07 2020-11-12 株式会社向山工場 Reinforcement bar holding device
JP7747510B2 (en) * 2021-12-24 2025-10-01 三井住友建設株式会社 Reinforcement bar assembly system and assembly method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3105665U (en) 2003-08-22 2004-11-25 節夫 水島 Stable cushioning material for crane boom material storage

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3105665U (en) 2003-08-22 2004-11-25 節夫 水島 Stable cushioning material for crane boom material storage

Also Published As

Publication number Publication date
JPH0932296A (en) 1997-02-04

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