JPH0128992Y2 - - Google Patents

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Publication number
JPH0128992Y2
JPH0128992Y2 JP12828584U JP12828584U JPH0128992Y2 JP H0128992 Y2 JPH0128992 Y2 JP H0128992Y2 JP 12828584 U JP12828584 U JP 12828584U JP 12828584 U JP12828584 U JP 12828584U JP H0128992 Y2 JPH0128992 Y2 JP H0128992Y2
Authority
JP
Japan
Prior art keywords
girder
reinforcing bar
bar unit
reinforcing
vertical
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
Application number
JP12828584U
Other languages
Japanese (ja)
Other versions
JPS6142226U (en
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 filed Critical
Priority to JP12828584U priority Critical patent/JPS6142226U/en
Publication of JPS6142226U publication Critical patent/JPS6142226U/en
Application granted granted Critical
Publication of JPH0128992Y2 publication Critical patent/JPH0128992Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、土木建築関係の鉄筋コンクリート壁
に使用する鉄筋ユニツトを作業現場で組立てて構
築場所に据付ける鉄筋ユニツト組立装置に関する
ものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a reinforcing bar unit assembly device for assembling a reinforcing bar unit used for reinforced concrete walls in civil engineering and construction at a work site and installing it at a construction site.

〔従来の技術〕[Conventional technology]

従来、鉄筋コンクリート壁に使用する鉄筋を構
築する場合、小さい構造物では鉄筋ユニツトを組
立て、一部の鉄筋を溶接して移動時の変形を防ぐ
ようにして構築場所に据付けており、大きな構築
物では構築現場で鉄筋取付位置を出して鉄筋を1
本ずつ配材し、結束線で鉄筋を結束して組立を行
つている。
Traditionally, when constructing reinforcing bars for reinforced concrete walls, for small structures, a reinforcing bar unit was assembled and some of the reinforcing bars were welded and installed at the construction site to prevent deformation during movement. Determine the reinforcing bar installation position on site and install the reinforcing bar 1.
The materials are arranged one by one, and the reinforcing bars are tied together with binding wire and assembled.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

従来、壁部の鉄筋組立は垂直に組立てるため、
平面状態で組立てるのに比べて能率が悪く、現場
で組立てるため作業の安全性が悪く、大きな構造
物の壁を平面で組立ててユニツト化する場合、垂
直に起す時に従来の結束線による結束では形状の
保持が困難であり、形状保持のため鉄筋を溶接す
る場合、鉄筋に溶接欠陥が発生して鉄筋の強度が
下がる欠点があつた。
Traditionally, reinforcing bars for walls were assembled vertically;
It is less efficient than assembling in a flat state, and work safety is poor because it is assembled on site.When assembling the walls of a large structure into a unit, it is difficult to assemble the walls vertically using conventional binding wires. When reinforcing bars are welded to maintain their shape, welding defects occur in the reinforcing bars and the strength of the reinforcing bars decreases.

本考案は、このような従来の欠点を改善し、平
面状態で組立治具により鉄筋を組立て、溶接等の
手段を用いずに桁材によつて形状を保持し、垂直
にして構築場所に据付けるようにしようとするも
のである。
The present invention improves these conventional drawbacks by assembling reinforcing bars in a flat state using an assembly jig, holding the shape with girders without using means such as welding, and installing it vertically at the construction site. This is what I'm trying to do.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は、鉄筋組立治具を取付けた桁材と、こ
の桁材の一端側に取付けられた吊りピースと、前
記桁材の他端側を枢支する回転部基礎と、前記鉄
筋組立治具上で組立てた鉄筋ユニツトを前記桁材
の一端側に着脱自在に結合するネジバーと、を備
えた鉄筋ユニツト組立装置としたものである。
The present invention includes a girder material to which a reinforcing bar assembly jig is attached, a hanging piece attached to one end of the girder material, a rotating part foundation that pivotally supports the other end of the girder material, and the reinforcing bar assembling jig. A reinforcing bar unit assembling apparatus is provided with a screw bar for removably connecting the reinforcing bar unit assembled above to one end side of the girder.

〔作用〕[Effect]

本考案は桁材を水平にして鉄筋組立治具上で鉄
筋を組立て、この鉄筋ユニツトをネジバーで桁材
に結合し、吊りピースに吊りワイヤーを取り付け
てクレーンで吊り上げ、鉄筋ユニツトと共に桁材
を回転基礎の枢支点を中心にして垂直に起し、桁
材を回転基礎から切り放して構築場所にクレーン
で移動し、鉄筋ユニツトを所定の場所に設置して
ネジバーを外し、桁材をクレーンで吊り上げて移
動するものである。
The present invention involves assembling the reinforcing bars on a reinforcing bar assembly jig with the girder horizontal, connecting this reinforcing bar unit to the girder with a screw bar, attaching a hanging wire to the hanging piece, lifting it with a crane, and rotating the girder together with the reinforcing bar unit. Raise the foundation vertically around the pivot point, cut the girder material from the rotating foundation, move it to the construction site using a crane, install the reinforcing bar unit in the designated location, remove the screw bar, and lift the girder material with a crane. It is something that moves.

〔実施例〕〔Example〕

以下、本考案の一実施例を図面に基づいて説明
する。
Hereinafter, one embodiment of the present invention will be described based on the drawings.

第1図、第2図において、、1はL字形をした
下部桁材であつて、図示の水平状態において、水
平部分は長く、垂直部分は短くなる形状に作られ
ている。下部桁材1の一端(第1図、第2図にお
いて左端)側には吊りピース2が取付けられてい
て、クレーンの吊りワイヤー3を結合することが
できるようになつている。下部桁材1の一端には
さらに第3図に示すように連結金具4が取付けて
あつて、上部桁材5の一端(第1図、第3図にお
いて左端)に取付けてある連結金具6との間にピ
ン7が挿通されている。このピン7によつて、上
部桁材5の一端は、下部桁材1の一端側に枢着さ
れていることになる。下部桁材1の他端(第1
図、第2図において右端)側には、第4図、第5
図に示すように連結金具8が取付けてあつて、連
結金具8は、取外し可能のピン9によつて、回転
部基礎10に枢支されている。回転部基礎10
は、コンクリートで固定された金具で作られてい
る。上述した下部桁材1および上部桁材5の他端
(第1図において右端)には、それぞれ調整用ジ
ヤツキ11,12が取付けられている。
In FIGS. 1 and 2, reference numeral 1 denotes an L-shaped lower girder member, and in the horizontal state shown, the horizontal part is long and the vertical part is short. A suspension piece 2 is attached to one end (the left end in FIGS. 1 and 2) of the lower girder 1, to which a suspension wire 3 of a crane can be connected. As shown in FIG. 3, a connecting fitting 4 is further attached to one end of the lower girder 1, and a connecting fitting 6 is attached to one end of the upper girder 5 (the left end in FIGS. 1 and 3). A pin 7 is inserted between them. With this pin 7, one end of the upper beam member 5 is pivotally connected to one end side of the lower beam member 1. The other end of the lower girder 1 (first
Figure 4, Figure 5
As shown in the figure, a connecting fitting 8 is attached, and the connecting fitting 8 is pivotally supported on a rotating part base 10 by a removable pin 9. Rotating part foundation 10
is made of metal fittings fixed in concrete. Adjustment jacks 11 and 12 are attached to the other ends (right ends in FIG. 1) of the lower stringer member 1 and the upper stringer member 5 described above, respectively.

下部桁材1には、第3図に示すように鉄筋組立
治具13が取付けてあつて、この鉄筋組立治具1
3上に、縦筋14と横筋15とを配置するように
なつている。縦筋15は、第3図、第7図に示す
ネジバー16によつて、下部桁材1の一端側に着
脱可能に結合できるようになつている。
As shown in FIG. 3, a reinforcing bar assembly jig 13 is attached to the lower girder 1.
3, vertical stripes 14 and horizontal strips 15 are arranged. The vertical reinforcement 15 can be detachably connected to one end of the lower beam member 1 by means of a screw bar 16 shown in FIGS. 3 and 7.

第6図に示すように、下部桁材1と上部桁材5
には、それぞれ幅仰え用受金具17,18が取付
けてあつて、幅仰え用受金具17,18に幅仰え
材19を貫通してストツパー20,21で止める
ことにより、上部桁材5が下部桁材1に対して幅
が広がらないように、並行状態で固定するように
なつている。幅仰え材19には鉄筋振れ止め用端
材22を直交させて配設し、止金具23で固定す
ることにより、縦筋14が振れないようにするこ
とができるようになつている。
As shown in Fig. 6, lower girder material 1 and upper girder material 5
Width raising brackets 17 and 18 are attached to the width raising brackets 17 and 18, respectively, and the upper girder members are fixed by penetrating the width raising members 19 to the width raising brackets 17 and 18 and stopping them with stoppers 20 and 21. 5 are fixed in parallel to the lower beam member 1 so that their width does not increase. By disposing end members 22 for reinforcing bar steadying at right angles to the width raising member 19 and fixing them with fasteners 23, it is possible to prevent the vertical bars 14 from swinging.

上述した鉄筋ユニツト組立装置によつて鉄筋を
組立てる場合には、コンクリート壁を構築する施
工場所近くに回転部基礎10(第4図、第5図参
照)を配置する。そして吊りピース2に吊りワイ
ヤー3を結合して下部桁材1、上部桁材5をクレ
ーンで垂直状態にして吊り上げ、連結金具8(第
4図、第5図参照)をピン9によつて回転部基礎
10に枢支する。そしてクレーンを操作して垂直
状態の下部桁材1、上部桁材5をピン9を回転中
心として第1図の反時計方向90゜回動し、水平状
態にする。
When assembling reinforcing bars using the above-mentioned reinforcing bar unit assembly apparatus, a rotating part foundation 10 (see FIGS. 4 and 5) is placed near the construction site where the concrete wall is to be constructed. Then, connect the hanging wire 3 to the hanging piece 2, lift the lower girder 1 and the upper girder 5 vertically with a crane, and rotate the connecting fittings 8 (see Figures 4 and 5) with the pins 9. It is pivoted to the base 10. Then, by operating the crane, the vertical lower girder 1 and upper girder 5 are rotated 90 degrees counterclockwise in FIG. 1 about the pin 9 to bring them to the horizontal position.

次に鉄筋組立治具13上に鉄筋を配置するのに
邪魔にならないようにするため、上部桁材5をピ
ン7を回転中心として、クレーンにより第1図の
反時計方向に90゜または180゜回動して、垂直(第
2図参照)または水平状態にする。そして縦筋1
4、横筋15(第3図参照)を鉄筋組立治具13
上に配置し、縦筋14と横筋15とを結束線を用
いて結束し、鉄筋ユニツトを組立てる。組立てた
鉄筋ユニツトは、第7図に示すネジバー16で下
部桁材1の一端側に結合する。
Next, in order to avoid getting in the way of placing the reinforcing bars on the reinforcing bar assembly jig 13, the upper girder 5 is rotated 90° or 180° counterclockwise in FIG. Rotate to vertical (see Figure 2) or horizontal position. and vertical line 1
4. Install the horizontal reinforcement 15 (see Figure 3) into the reinforcing bar assembly jig 13.
vertical reinforcements 14 and horizontal reinforcements 15 are tied together using a binding wire to assemble a reinforcing bar unit. The assembled reinforcing bar unit is connected to one end of the lower girder 1 with a screw bar 16 shown in FIG.

このようにして組立てた鉄筋ユニツトを下部桁
材1の一端側に結合した後、垂直または水平にし
てあつた上部桁材5をピン7を回転中心として、
クレーンにより第1図の時計方向に90゜または
180゜回動し、下部桁材1の上方において水平状態
にする。そして第6図に示すように幅仰え材19
を幅仰え用受金具17,18に貫入してストツパ
ー20,21で止め、上部桁材5が下部桁材1に
対して幅が広がらないように固定する。さらに鉄
筋振れ止め用端材22を幅仰え材19に直交させ
て配設し、止金具23で固定して鉄筋ユニツトが
振れないようにする。
After the reinforcing bar unit assembled in this way is connected to one end side of the lower girder 1, the upper girder 5, which has been made vertical or horizontal, is rotated about the pin 7.
Use a crane to rotate 90° clockwise in Figure 1 or
Rotate 180° and place it in a horizontal position above the lower girder 1. Then, as shown in Fig. 6, the width support member 19
are inserted into the width raising brackets 17 and 18 and stopped with stoppers 20 and 21, and are fixed so that the upper beam member 5 does not widen in width with respect to the lower beam member 1. Furthermore, the rebar resting end material 22 is disposed perpendicular to the width support member 19 and fixed with a stopper 23 to prevent the rebar unit from swinging.

次に吊りピース2に結合してある吊りワイヤー
3をクレーンで吊り上げ、下部桁材1を上部桁材
5、鉄筋ユニツトと共にピン9を回転中心として
第1図の時計方向に90゜回動し、水平状態から垂
直状態に引起し、ピン9を抜取る。そして下部桁
材1、上部桁材5、鉄筋ユニツトが一体となつた
ものをクレーンで吊り上げ、構築現場に移動して
第8図、第9図に示すコンクリートブロツクで構
築した基礎24上に降下する。そして上部桁材5
と基礎24との間にポータブルジヤツキ25で前
後左右の水平方向の位置を調整し、下部桁材1、
上部桁材5の他端(垂直状態では下端)に取付け
てある調整用ジヤツキ11、12で上下方向の位
置を調整する。
Next, the suspension wire 3 connected to the suspension piece 2 is lifted up by a crane, and the lower girder 1, together with the upper girder 5 and the reinforcing bar unit, is rotated 90 degrees clockwise in FIG. Pull it up from the horizontal position to the vertical position and remove the pin 9. The lower girder 1, upper girder 5, and reinforcing bar unit are then lifted up by a crane, moved to the construction site, and lowered onto the foundation 24 constructed with concrete blocks as shown in Figures 8 and 9. . And upper girder material 5
Adjust the horizontal position of the front, back, left and right between the base 24 and the lower girder 1 using the portable jack 25.
The vertical position is adjusted using adjustment jacks 11 and 12 attached to the other end (lower end in the vertical state) of the upper beam member 5.

このようにして位置を調整した後、鉄筋ユニツ
トの各鉄筋を先に打設してある鉄筋と結束する。
そしてネジバー16、ポータブルジヤツキ25を
取外し、下部桁材1、上部桁材5を鉄筋ユニツト
から切離した状態にしてクレーンで引上げ、鉄筋
ユニツト組立場に移動して、再び次の鉄筋ユニツ
トの組立に使用する。
After adjusting the position in this manner, each reinforcing bar of the reinforcing bar unit is tied to the previously placed reinforcing bar.
Then, the screw bar 16 and portable jack 25 are removed, and the lower girder 1 and upper girder 5 are separated from the reinforcing bar unit and lifted up with a crane, moved to the reinforcing bar unit assembly area, and then assembled again for the next reinforcing bar unit. use.

〔考案の効果〕[Effect of idea]

本考案は水平状態で鉄筋を能率よく安全に組立
てることができ、さらにこの組立てた鉄筋ユニツ
トを変形させることなく垂直状態に設置すること
ができ、鉄筋組立工事の合理化が図れる効果があ
る。
The present invention allows reinforcing bars to be assembled efficiently and safely in a horizontal state, and furthermore, this assembled reinforcing bar unit can be installed in a vertical state without deforming, which has the effect of streamlining the reinforcing bar assembly work.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例の正面図、第2図は
第1図の斜視図、第3図は第1図の部分の拡大
図、第4図は第1図の部分の拡大図、第5図は
第4図の側面図、第6図は第1図の部分の拡大
図、第7図は第1図の部分の拡大図、第8図は
基礎上に降下した状態の正面図、第9図は第8図
の横断平面図である。 図中、1は下部桁材、2は吊りピース、10は
回転基礎、13は鉄筋組立治具、14は縦筋、1
5は横筋、16はネジバーを示す。
Fig. 1 is a front view of an embodiment of the present invention, Fig. 2 is a perspective view of Fig. 1, Fig. 3 is an enlarged view of the part shown in Fig. 1, and Fig. 4 is an enlarged view of the part shown in Fig. 1. , Fig. 5 is a side view of Fig. 4, Fig. 6 is an enlarged view of the part shown in Fig. 1, Fig. 7 is an enlarged view of the part shown in Fig. 1, and Fig. 8 is a front view of the part shown in Fig. 1. 9 is a cross-sectional plan view of FIG. 8. In the figure, 1 is the lower girder material, 2 is the hanging piece, 10 is the rotating foundation, 13 is the reinforcing bar assembly jig, 14 is the vertical reinforcement, 1
5 indicates a transverse strip, and 16 indicates a threaded bar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鉄筋組立治具を取付けた桁材と、該桁材の一端
側に取付けられた吊りピースと、前記桁材の他端
側を枢支する回転部基礎と、前記鉄筋組立治具上
で組立てた鉄筋ユニツトを前記桁材の一端側に着
脱自在に結合するネジバーと、を備えたことを特
徴とする鉄筋ユニツト組立装置。
A girder with a reinforcing bar assembly jig attached, a hanging piece attached to one end of the girder, a rotating part foundation that pivotally supports the other end of the girder, and a girder assembled on the reinforcing bar assembly jig. A reinforcing bar unit assembly device comprising: a screw bar for detachably coupling a reinforcing bar unit to one end of the girder.
JP12828584U 1984-08-24 1984-08-24 Rebar unit assembly equipment Granted JPS6142226U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12828584U JPS6142226U (en) 1984-08-24 1984-08-24 Rebar unit assembly equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12828584U JPS6142226U (en) 1984-08-24 1984-08-24 Rebar unit assembly equipment

Publications (2)

Publication Number Publication Date
JPS6142226U JPS6142226U (en) 1986-03-18
JPH0128992Y2 true JPH0128992Y2 (en) 1989-09-04

Family

ID=30686916

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12828584U Granted JPS6142226U (en) 1984-08-24 1984-08-24 Rebar unit assembly equipment

Country Status (1)

Country Link
JP (1) JPS6142226U (en)

Also Published As

Publication number Publication date
JPS6142226U (en) 1986-03-18

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