JPH0426382B2 - - Google Patents

Info

Publication number
JPH0426382B2
JPH0426382B2 JP14570886A JP14570886A JPH0426382B2 JP H0426382 B2 JPH0426382 B2 JP H0426382B2 JP 14570886 A JP14570886 A JP 14570886A JP 14570886 A JP14570886 A JP 14570886A JP H0426382 B2 JPH0426382 B2 JP H0426382B2
Authority
JP
Japan
Prior art keywords
steel
column
reinforcing bars
assembled
reinforcement
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
JP14570886A
Other languages
Japanese (ja)
Other versions
JPS634171A (en
Inventor
Shiro Kawatani
Hiroo Tsuboi
Kunikichi Tachibana
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP14570886A priority Critical patent/JPS634171A/en
Publication of JPS634171A publication Critical patent/JPS634171A/en
Publication of JPH0426382B2 publication Critical patent/JPH0426382B2/ja
Granted legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、構築現場における先組鉄筋相互の接
合精度を確保し、作業の効率化を図りうる、先組
鉄筋用精度出し治具に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a precision jig for pre-assembled reinforcing bars that can ensure joint accuracy between pre-assembled reinforcing bars at a construction site and improve work efficiency. It is.

(従来の技術) 従来より構築現場における躯体工事の省力化を
図り、工期の短縮化等を推進するための提案が
種々なされている。
(Prior Art) Various proposals have been made to save labor in frame work at construction sites and shorten the construction period.

その1つとして、SRC構造における鉄骨梁、
柱に現場地上部分であらかじめスターラツプ、フ
ープ筋等の鉄筋を先組しておき、構築位置へと場
重する方法が試みられている この方法によれば、地上で梁、柱の配筋作業が
行えるため、作業が効率的となり、特に高所での
配筋作業のような危険が排除しうる利点がある。
One of them is steel beams in SRC structures,
Attempts have been made to assemble reinforcing bars, such as stirrups and hoops, on columns above ground in advance and then transport them to the construction location. According to this method, reinforcing work for beams and columns can be done on the ground. This makes the work more efficient and has the advantage of eliminating the dangers associated with reinforcing work at high places.

(発明が解決しようとする問題点) しかしながら、上記従来例では、先組鉄筋付の
梁、柱を構築位置に揚重設置し、当該構築現場に
て他の梁、柱の先組鉄筋と接合する作業が残され
ている。
(Problem to be Solved by the Invention) However, in the above conventional example, beams and columns with pre-assembled reinforcing bars are lifted and installed at the construction site, and then connected to the pre-assembled reinforcing bars of other beams and columns at the construction site. There is work left to do.

しかして、鉄骨柱部分においては、上下の鉄骨
柱相互をまず接合した後に、各々に組付られてい
る先組の柱鉄筋の上下端部を相互に接合すること
となるが、鉄骨柱相互の製作精度が良くても、各
鉄骨柱に対する鉄筋の先組精度が悪いと、上下の
柱鉄筋端部が位置ずれを起こし、相互の接合が困
難となる。
Therefore, in the steel column part, the upper and lower steel columns are first joined to each other, and then the upper and lower ends of the column reinforcing bars of the previous set assembled to each are joined to each other. Even if the manufacturing accuracy is good, if the precision of pre-assembling the reinforcing bars for each steel column is poor, the ends of the upper and lower column reinforcing bars will be misaligned, making it difficult to join them together.

通常は、鉄筋相互を圧接するが、この場合でも
一定以上の寸法誤差には対応することができず、
さらに、鉄筋端部に螺加工を施したいわゆる螺鉄
筋の場合には位置ずれがあると、相互の接合が非
常に困難になる問題があつた。
Normally, reinforcing bars are pressed together, but even in this case, it is not possible to deal with dimensional errors beyond a certain level.
Furthermore, in the case of so-called threaded reinforcing bars, in which the ends of the reinforcing bars are threaded, there is a problem in that if there is a positional shift, it becomes very difficult to join them together.

(問題点を解決するための手段) 本発明は、かかる従来の問題点を解決するため
に提案されたものであり、構造物の少なくとも1
層分の各鉄骨柱2と少なくとも1スパン分の各鉄
骨梁3とを一体化した揚重単位体に地上にてあら
かじめ先組配筋をなす際の精度出し治具におい
て、前記各鉄骨柱間の距離に対応した間隔で設置
されるプレート本体と、該プレート本体上に載せ
る鉄骨柱の位置決めを行なうガイドと、鉄骨柱に
対する柱主筋の配設位置を正確に決定しうる位置
決め用パイプとを備えることにより、地上での先
組作業の正確な精度を確保しうる先組鉄筋用精度
出し治具を特徴とするものである。
(Means for Solving the Problems) The present invention was proposed in order to solve the problems of the conventional art.
In the accuracy jig when pre-assembled reinforcement is arranged on the ground in advance in a lifting unit unit that integrates each steel frame column 2 of each layer and each steel frame beam 3 of at least one span, the distance between each steel frame column is The plate main body is installed at intervals corresponding to the distance of , a guide for positioning the steel column placed on the plate body, and a positioning pipe that can accurately determine the placement position of the main column reinforcement with respect to the steel column. This feature is characterized by a precision jig for pre-assembled reinforcing bars that can ensure accurate accuracy in pre-assembled work on the ground.

(実施例) 以下、本発明の好適な実施例を図面により説明
する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

第1図乃至第3図は本発明の一実施例を示すも
のであり、第1図は1層分の各鉄骨柱2と複数ス
パン分の各鉄骨梁3とを一体化した、先組鉄筋前
の揚重単位体1を示している。
1 to 3 show one embodiment of the present invention, and FIG. 1 shows a pre-assembled reinforcing bar in which each steel column 2 for one layer and each steel beam 3 for multiple spans are integrated. The previous lifting unit 1 is shown.

この場合、梁3のスパン数は、現場への運搬車
両に積載可能なものとして設定されている。
In this case, the number of spans of the beam 3 is set so that it can be loaded on a transport vehicle to the site.

しかして、該揚重単位体1の各鉄骨柱2部分に
地上にて先組鉄筋を施す場合に第2図に示す先組
鉄筋用精度出し治具4を使用するものである。
Therefore, when applying pre-assembled reinforcing bars to each of the steel columns 2 of the lifting unit 1 on the ground, a precision jig 4 for pre-assembled reinforcing bars shown in FIG. 2 is used.

該治具4は、プレート本体5と、鉄骨用ガイド
6と、鉄骨用パイプ7とを備えている。
The jig 4 includes a plate main body 5, a steel frame guide 6, and a steel frame pipe 7.

プレート本体5は、第1図における各鉄骨柱
2,2間の距離Lに合わせて、あらかじめ地上作
業スペースに設置固定されているものであり、該
鉄骨柱2の本数に合わせて複数枚が上記寸法Lを
保つて設置される。
The plate body 5 is installed and fixed in advance in the ground work space in accordance with the distance L between each steel frame column 2, 2 in FIG. It is installed keeping the dimension L.

鉄骨用ガイド6は、上記位置関係で設置された
各プレート本体5上に各鉄骨柱2を正確な位置に
載置するための基準となるものであり、本実施例
では鉄骨柱2のフランジの一方とウエブが各々当
接しうる、三角形状の2個のガイド6,6がプレ
ート本体5の所定位置に固定されている。
The steel frame guide 6 serves as a reference for placing each steel column 2 in an accurate position on each plate body 5 installed in the above positional relationship, and in this embodiment, Two triangular guides 6, 6, one of which the web can abut, are fixed at predetermined positions on the plate body 5.

前記鉄筋用パイプ7は、鉄骨柱2に対する柱主
筋の配設位置を正確に決定しうる位置決め用のも
ので、前記鉄骨用ガイド6により、鉄骨柱2がプ
レート本体5上の正確な位置に載置された場合
に、柱鉄筋径に合わせて設定された各パイプ7に
柱主筋を差し込めば、各鉄筋が鉄骨柱2に対して
所定の設計位置に配設されるように、あらかじめ
正確に位置決めされてプレート本体5に固定され
ている。
The reinforcing bar pipe 7 is used for positioning to accurately determine the placement position of the column main reinforcement relative to the steel column 2, and the steel frame guide 6 ensures that the steel column 2 is placed at an accurate position on the plate body 5. If the main column reinforcement is inserted into each pipe 7 set according to the diameter of the column reinforcement, each reinforcement can be positioned accurately in advance so that it will be placed at a predetermined design position with respect to the steel column 2. and is fixed to the plate body 5.

よつて、本実施例では第1図に示す揚重単位体
1の各鉄骨柱2を第2図及び第3図に示すように
鉄骨用ガイド6に合わせてプレート本体5の所定
位置に載置し、しかる後に各鉄筋用パイプ7に各
柱主筋8の下端を嵌合係止しておき、柱主筋8相
互をフープ筋9により連結固定してゆき、柱先組
鉄筋を完了させ、さらに鉄骨梁3部分の先組鉄筋
(図示せず)等の所定の鉄筋の地組が終了したら、
かかる先組鉄筋付の単位揚重体1を所定の構築現
場に揚重し、まず鉄骨柱2、鉄骨梁3の各端部を
他の柱、梁と接合し、次に柱部分では上下の鉄骨
柱2に各々組付られている先組の柱主筋8の上下
端部を相互に接合する。
Therefore, in this embodiment, each steel column 2 of the lifting unit 1 shown in FIG. 1 is placed at a predetermined position on the plate body 5 in line with the steel guide 6 as shown in FIGS. After that, the lower end of each column main reinforcement 8 is fitted and locked into each reinforcing bar pipe 7, and the column main reinforcements 8 are connected and fixed to each other with hoop reinforcements 9, completing the column head assembly, and further reinforcing the steel frame. Once the pre-assembled reinforcing bars (not shown) and other pre-assembled reinforcing bars for the third section of the beam have been assembled,
The unit lifting body 1 with pre-assembled reinforcing bars is lifted to a predetermined construction site, and each end of the steel column 2 and steel beam 3 is first connected to other columns and beams, and then the upper and lower steel frames are connected to each other in the column part. The upper and lower ends of the column main reinforcements 8 of the previous set, which are respectively assembled to the columns 2, are joined to each other.

この際、鉄骨柱2に対する柱主筋8の位置決め
は、先組鉄筋用精度出し治具4により上記の如く
正確になされているので、上下の対応する柱主筋
8の端部は正確に合致し、容易かつ迅に相互の接
合が可能となる。
At this time, the positioning of the column main reinforcements 8 with respect to the steel column 2 is done accurately as described above using the pre-assembled reinforcing bar precision jig 4, so the ends of the upper and lower corresponding column main reinforcements 8 match accurately. Mutual bonding becomes possible easily and quickly.

よつて、柱主筋に螺鉄筋を用いた場合であつて
も、従来のように位置ずれを生じて接合が困難と
なるようなことがない。
Therefore, even when a threaded reinforcing bar is used as the main column reinforcement, there is no possibility of positional displacement and difficulty in joining as in the conventional case.

また、各柱先組鉄筋間の距離も上記の如く複数
の先組鉄筋用精度出し治具4相互の設置位置があ
らかじめ正確に設定されているため誤差を生じる
ことがなく、1個所の柱鉄筋は上下位置が合致し
ても他の柱鉄筋の上下位置がずれを生じるといつ
た問題も解消される。
In addition, the distance between the pre-assembled reinforcing bars of each column does not occur because the installation positions of the precision jig 4 for multiple pre-assembled reinforcing bars are set accurately in advance as described above. This solves the problem of the vertical positions of other column reinforcing bars being misaligned even if their vertical positions match.

したがつて、先組鉄筋用精度出し治具4は本実
施例のような複数本の鉄骨柱2が一体化された揚
重体の先組鉄筋に用いて特に好適なものである
が、他の形式の揚重体にも勿論適用しうる。
Therefore, the precision jig 4 for pre-assembled reinforcing bars is particularly suitable for use in pre-assembled reinforcing bars of a lifting body in which a plurality of steel columns 2 are integrated, as in this embodiment. Of course, it can also be applied to other types of lifting bodies.

なお、先組鉄筋用精度出し治具4における鉄骨
用ガイド6や、鉄骨用パイプ7の設置個数、形状
等は、条件に応じて任意に設定しうるなど本発明
の要旨を逸脱しない範囲内で種々の変形例が可能
なことは言うまでもない。
The number, shape, etc. of the steel frame guides 6 and steel frame pipes 7 in the precision jig 4 for pre-assembled reinforcing bars can be arbitrarily set according to the conditions, without departing from the gist of the present invention. It goes without saying that various modifications are possible.

(発明の効果) 本発明は上述した如く構成されており、各鉄骨
柱に対する先組鉄筋を極めて精度良く行なうこと
ができ、構築場所での上下の先組鉄筋相互の接合
が位置ずれを起こすことなく、容易かつ迅速に施
工可能であり、工程の効率化、施工精度の向上を
図りうるものである。
(Effects of the Invention) The present invention is configured as described above, and can perform pre-assembled reinforcing bars for each steel column with extremely high accuracy, and prevents misalignment of the joints between the upper and lower pre-assembled reinforcing bars at the construction site. Therefore, it can be constructed easily and quickly, and it is possible to improve process efficiency and construction accuracy.

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

第1図乃至第3図は本発明の一実施例を示し、
第1図は本実施例に係る揚重単位体の概略図、第
2図は先組鉄筋用精度出し治具の構成を示す斜視
図、第3図はその使用態様を示す説明図である。 1……揚重単位体、2……鉄骨柱、3……鉄骨
梁、4……先組鉄筋用精度出し治具、5……プレ
ート本体、6……鉄骨用ガイド、7……鉄筋用パ
イプ、8……柱主筋。
1 to 3 show an embodiment of the present invention,
FIG. 1 is a schematic diagram of a lifting unit according to this embodiment, FIG. 2 is a perspective view showing the configuration of a precision jig for pre-assembled reinforcing bars, and FIG. 3 is an explanatory diagram showing its usage mode. 1...Lifting unit, 2...Steel frame column, 3...Steel beam, 4...Precision jig for pre-assembled reinforcing bars, 5...Plate body, 6...Steel frame guide, 7...For reinforcing bars Pipe, 8...Column main reinforcement.

Claims (1)

【特許請求の範囲】[Claims] 1 構造物の複数の鉄骨柱と鉄骨梁とを一体化し
た揚重単位体に地上にてあらかじめ先組配筋をな
す際の精度出し治具において、前記各鉄骨柱間の
距離に対応した間隔で設置されるプレート本体
と、前記鉄骨柱の位置決めのための鉄骨用ガイド
と、鉄骨柱に対する柱主筋の位置決めのための鉄
骨用パイプとを備えていることを特徴とする先組
鉄筋用精度出し治具。
1. In a precision jig when placing pre-assembled reinforcement on the ground in advance in a lifting unit that integrates multiple steel columns and steel beams of a structure, the spacing corresponding to the distance between each steel column shall be set. Accuracy for pre-assembled reinforcing bars characterized by comprising: a plate body installed in the steel column; a steel frame guide for positioning the steel column; and a steel frame pipe for positioning the column main reinforcement with respect to the steel column. jig.
JP14570886A 1986-06-21 1986-06-21 Accuracy achievng jig for prefabricated reinforcing bar Granted JPS634171A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14570886A JPS634171A (en) 1986-06-21 1986-06-21 Accuracy achievng jig for prefabricated reinforcing bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14570886A JPS634171A (en) 1986-06-21 1986-06-21 Accuracy achievng jig for prefabricated reinforcing bar

Publications (2)

Publication Number Publication Date
JPS634171A JPS634171A (en) 1988-01-09
JPH0426382B2 true JPH0426382B2 (en) 1992-05-07

Family

ID=15391284

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14570886A Granted JPS634171A (en) 1986-06-21 1986-06-21 Accuracy achievng jig for prefabricated reinforcing bar

Country Status (1)

Country Link
JP (1) JPS634171A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120196991A1 (en) * 2009-10-16 2012-08-02 Nisso Chemical Analysis Service Co., Ltd. Composition for formation of cured epoxy resin, and cured products thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03130855U (en) * 1990-04-16 1991-12-27

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20120196991A1 (en) * 2009-10-16 2012-08-02 Nisso Chemical Analysis Service Co., Ltd. Composition for formation of cured epoxy resin, and cured products thereof

Also Published As

Publication number Publication date
JPS634171A (en) 1988-01-09

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