JPS59224756A - Upport jig of reinforcing iron - Google Patents

Upport jig of reinforcing iron

Info

Publication number
JPS59224756A
JPS59224756A JP9998383A JP9998383A JPS59224756A JP S59224756 A JPS59224756 A JP S59224756A JP 9998383 A JP9998383 A JP 9998383A JP 9998383 A JP9998383 A JP 9998383A JP S59224756 A JPS59224756 A JP S59224756A
Authority
JP
Japan
Prior art keywords
support
steel frame
column steel
reinforcing bars
plate
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.)
Pending
Application number
JP9998383A
Other languages
Japanese (ja)
Inventor
本橋 秀世
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.)
Haseko Corp
Original Assignee
Hasegawa Komuten 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 Hasegawa Komuten Co Ltd filed Critical Hasegawa Komuten Co Ltd
Priority to JP9998383A priority Critical patent/JPS59224756A/en
Publication of JPS59224756A publication Critical patent/JPS59224756A/en
Pending legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明tよ、例えば梁主筋同志を連結する接続筋等の鉄
筋を柱鉄骨、柱主筋すなわら社主鋼材に保持する鉄筋の
支持具に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a support for reinforcing bars that holds reinforcing bars, such as connecting bars that connect beam main bars, to column steel frames, column main bars, or main steel materials.

例えば柱鉄骨の両側に組立IζC梁を施工する場合、対
向する梁主筋は通し筋又は接続筋で接続するが、この種
の鉄筋は配筋時に、仮設耐力上少なくとも梁の四隅の主
筋は柱鉄骨に固定保持する心安があシ、そのための従来
の支持方法としては、柱鉄骨の両フランジに鉄筋挿通孔
を穿設し、対向する挿通孔にねじ節鉄筋を貫通させて、
両7ランジ間に差し渡しフランジにナツトで固着した状
態で支持し、支持した鉄筋両端は梁主筋に接続しでいる
。しかしながらこの方法によると、柱鉄骨の7ランジに
孔をあけるので断面欠損の影#を受ける種類の柱鉄骨で
は、この方法は採用できなかった。また他の方法として
、接続筋を柱鉄骨に又はRC柱の場合では柱主筋に直接
溶接することも考えられるが、この方法だと建方時の微
調整が困か1#となる。
For example, when constructing assembled IζC beams on both sides of a column steel frame, the opposing beam main reinforcements are connected with through bars or connection bars, but when placing reinforcements with this type of reinforcement, at least the main reinforcements at the four corners of the beam are connected to the column steel frame due to the temporary bearing capacity. The conventional support method for this purpose is to drill reinforcing bar insertion holes in both flanges of the column steel frame, and pass threaded reinforcing bars through the opposing insertion holes.
It is supported between both seven rungs by being fixed to the flange with nuts, and both ends of the supported reinforcing bars are connected to the main reinforcement of the beam. However, according to this method, holes are drilled in seven lunges of the column steel frame, so this method could not be adopted for the type of column steel frame that is subject to the shadow of cross-sectional defects. Another method is to weld the connecting reinforcement directly to the column steel frame or, in the case of RC columns, to the column main reinforcement, but this method makes it difficult to make fine adjustments during erection.

本発明の目的は、例えばRC組立梁を柱鉄骨に仮設する
場合、柱鉄骨の種類を問うことなぐ、この仮設を可能と
し、建方時の微調整が容易で、仮設耐力を確保できるこ
とにより、施工の単純化と合I」性を図ることができる
鉄筋の支持具を提供することにある。
The purpose of the present invention is, for example, when RC assembly beams are temporarily installed on a column steel frame, it is possible to do this regardless of the type of column steel frame, it is easy to make fine adjustments during construction, and the temporary structure can be secured. An object of the present invention is to provide a support for reinforcing bars that can simplify construction and improve integrability.

筒体を設け、この支持筒体の支持孔内で接続筋等の鉄筋
を支持可能として、支持筒体による鉄筋の支持を、固定
体で上記支持筒体と協働して固定する構成としたもので
ある。
A cylindrical body is provided, and reinforcing bars such as connection bars can be supported within the support hole of this supporting cylindrical body, and the reinforcing bars are supported by the supporting cylindrical body, and fixed by a fixed body in cooperation with the supporting cylindrical body. It is something.

以下本発明の実施例を図面に基づいて説明する一第1.
2図において、支持筒体lは鋼、鋳物等からなる円筒形
のもので、支持孔1aの内径は接続筋Cが貫通可能の長
さである。支持筒体1の外周部には、軸心方向と直交す
る方向に取付は板2が固着しである。この取付は板は柱
鉄骨Pに取り付けるものであり、支持筒体lと柱鉄骨と
の距離を所定の長さに保つ役割を有する。
Embodiments of the present invention will be described below based on the drawings.
In FIG. 2, the support cylinder l is cylindrical and made of steel, cast metal, etc., and the inner diameter of the support hole 1a is long enough to allow the connection line C to pass through. A plate 2 is fixedly attached to the outer circumference of the support cylinder 1 in a direction perpendicular to the axial direction. In this installation, the plate is attached to the column steel frame P, and has the role of keeping the distance between the support cylinder l and the column steel frame a predetermined length.

また支持節体1の外周部には径方向に2個のねじ孔1b
、1bが設けてあり、各ねじ孔には固定体としてのボル
ト3.3が取り付けであるう各ボルトは、支持筒体1内
に突出する端部で、支持筒体内を貫通する接続筋Cを、
支持筒体に固定可能゛である。
In addition, two screw holes 1b are provided in the outer periphery of the support segment 1 in the radial direction.
, 1b are provided, and a bolt 3.3 as a fixing body is attached to each screw hole. Each bolt has an end protruding into the support cylinder 1 and a connecting rod C passing through the support cylinder. of,
It can be fixed to the support cylinder.

なお、接続筋Cは第3図に示すように両端部に、継手パ
イプJ、JaO後端部が被嵌圧着してあり、両継手パイ
プの先端開口部内周に雌ねじJb 、 Jbが設けであ
る。
In addition, as shown in Fig. 3, the rear ends of the joint pipes J and JaO are fitted and crimped at both ends of the connecting bar C, and female threads Jb and Jb are provided on the inner periphery of the tip openings of both joint pipes. .

次に使用例として、柱鉄骨の両側に配設する組立梁の梁
主筋を連結する接続筋を、支持する場合を第1図に基づ
いて説明する。工場或いは現場において、予め支持筒体
1を取付は板2を介して柱鉄骨Pの両フランジPa、P
bの夕を側面に敗り付けておく。この取付けにあたって
は、支1′、Ifm体が水平方向において、柱鉄骨Pの
画側に架設する組立梁B、Baの梁主筋R、Raにそれ
ぞれ対向位置するようKする。そして水平方向に対向す
る支持筒体1.1間に接続筋C・・・を挿通して、各接
続筋をボルト3.・・・で仮止めしておく。この状態で
、まず柱鉄骨Pを立設し、ついで、柱鉄骨の一方の7ラ
ンジPa側に組立梁Bをクレーンで吊り込み、梁主筋R
1・・・の端部の継手パイプJ7.・・・を接続筋Cの
継手パイプJ・・・を対向させ、1賭手パイプJ1 +
・・・に予め取り付けであるねし棒S、・・・を継手パ
イプJ、・・・にねじ込んで、ナツトN、Nで固定する
Next, as an example of use, a case will be described based on FIG. 1 in which connecting reinforcements that connect main beam reinforcements of assembled beams disposed on both sides of a column steel frame are supported. At the factory or on site, the support cylinder 1 is installed in advance on both flanges Pa and P of the column steel frame P via the plate 2.
Let's defeat the evening of b to the side. In this installation, the support 1' and the Ifm body are positioned horizontally opposite to the main beam reinforcements R and Ra of the assembly beams B and Ba, respectively, which are constructed on the image side of the column steel P. Then, the connecting bars C... are inserted between the supporting cylinders 1.1 facing each other in the horizontal direction, and each connecting bar is connected to the bolt 3.1. ...Temporarily fix it. In this state, the column steel frame P is first erected, and then the assembled beam B is lifted onto one of the 7-lunge Pa sides of the column steel frame using a crane, and the beam main reinforcement R
1. The end of the joint pipe J7. ... to the joint pipe J of the connection bar C, and make one bet pipe J1 +
Screw the tension rods S, which are pre-installed into ..., into the joint pipes J, ..., and secure them with nuts N, N.

こうして−側の組立梁Bを接続筋Cに接続する。In this way, the assembly beam B on the negative side is connected to the connecting reinforcement C.

同様にして、他側の組立梁Baも、ねじ棒S、・・・で
継手パイプJ a r J を間を連結し、ナツトN。
Similarly, for the assembly beam Ba on the other side, the joint pipes J a r J are connected by threaded rods S, . . . , and nuts N are connected.

Nで固定して、接続筋Cに梁主筋Ra、・・・を接続す
る。その鏝、ボルト3.3を強く締め旬けて、接続筋C
を支持筒体l、・・・に固定1−ることにより、組立梁
B * B aのイ反設作業を終了する。
Fix it at N and connect the beam main reinforcements Ra, . . . to the connection reinforcement C. Tighten the bolt 3.3 firmly and connect the connecting muscle C.
By fixing 1- to the supporting cylinders l, . . . , the installation work of the assembly beam B*Ba is completed.

支持具の他の使用例を第4図に基づいて説明する。この
例ではアンカー筋Aを支持具で支持するものである。す
なわち柱鉄骨Pの一方のフランジPaの外側面に、取付
は板2([−支持筒体lが組立梁Bの梁主筋Rと対向す
るように塩シイ」け、一端に継手バイブJsk固着して
いるアンカー筋A(i−1支持筒体1の支持孔1aを挿
通させ、継手パイプJ、をねじ棒Sを介して組立梁Bの
梁主筋Rの継手バイブJ1に接続し、この接続作業を終
了した後に、ボルト3.3を強く締め付けてアンカー筋
Aを支持筒体1に固定するものでちる。
Another example of use of the support will be explained based on FIG. 4. In this example, anchor muscle A is supported by a support. In other words, on the outer surface of one flange Pa of the column steel P, attach the plate 2 ([-seal so that the supporting cylinder l faces the beam main reinforcement R of the assembled beam B), and fix the joint vibe Jsk to one end. The anchor reinforcement A (i-1) is inserted through the support hole 1a of the support cylinder 1, and the joint pipe J is connected to the joint vibe J1 of the beam main reinforcement R of the assembled beam B via the threaded rod S, and this connection work After completing this step, firmly tighten the bolts 3.3 to fix the anchor bars A to the supporting cylinder 1.

上側の支持具によれば、組立梁B又はBaの梁幅に応じ
て異なる水平方向の梁主筋R(又はRa)の間隔に対し
て、取付は板2のフランジPa又はpbへの取付は位置
を変更するだけで、支持筒体10対向位置を調整゛する
ことができ、フランジ幅によって梁筋の幅の制限を受け
ない利点がある。
According to the upper support, the attachment to the flange Pa or pb of the plate 2 is at a different position for the spacing of the main beam reinforcements R (or Ra) in the horizontal direction, which varies depending on the beam width of the assembled beam B or Ba. The opposing position of the support cylinder 10 can be adjusted by simply changing the width of the beam, which has the advantage that the width of the beam reinforcement is not limited by the flange width.

取付は板に代えて、棒状の脚体であってもよい。For attachment, rod-shaped legs may be used instead of the plate.

また第5図に示すように支持筒体lの取付は板2を、R
C柱P1の柱主筋R,、R,に取り付けてもよい。そし
て支持筒体1内で梁通し筋Ca’j<ボルト3で固定す
る。   ゛ 支持具の他の実施例を第6.7図に基づいて説明する。
Furthermore, as shown in FIG. 5, when installing the supporting cylinder l, the plate 2 is
It may be attached to the column main reinforcements R, , R, of the C column P1. Then, it is fixed within the support cylinder 1 with beam through reinforcements Ca'j<bolts 3. Another embodiment of the support will be described with reference to FIG. 6.7.

第6図に示す例では、支持筒体itに対して、取付は板
12はその一端辺が支持孔11aの軸心方向に沿って固
着しである。そして取付は板12を、例えば第1図に示
づ一柱鉄骨のウェブPcに取り付けて、接続筋Cを位置
保持し、ポル)13゜13でこの鉄筋を固定する。接続
筋Cを、柱鉄骨のフランジPa、Pbの外側面に沿う方
向に配筋する場合には、取付は板12はこのフランジの
外側面に固着す・る。なお、1枚の鋼板の−fIIlを
筒状に屈曲させて支持筒体11を形成し、この支持筒体
を取付は板J2と一体としてもよい。
In the example shown in FIG. 6, the plate 12 is attached to the support cylinder it by fixing one end of the plate 12 along the axial direction of the support hole 11a. Then, the plate 12 is attached to, for example, a single-column steel web Pc shown in FIG. 1, the connecting bar C is held in position, and this reinforcing bar is fixed at 13° 13. When the connecting reinforcements C are arranged in a direction along the outer surfaces of the flanges Pa and Pb of the column steel frame, the plate 12 is attached to the outer surfaces of the flanges. Note that the support cylinder 11 may be formed by bending one steel plate -fIIl into a cylindrical shape, and this support cylinder may be attached integrally with the plate J2.

また第7図の例では、支持具を一対の、t14板を組合
せて構成1−だもので、−側が支持筒体21、他側が取
付は板22となっている。21aは支持孔、23はボル
トである。
In the example shown in FIG. 7, the support is constructed by combining a pair of T14 plates, with the support cylinder 21 on the - side and the mounting plate 22 on the other side. 21a is a support hole, and 23 is a bolt.

支持具は取付は板を有することを心安不可欠とするもの
ではなく、例えば第7図に示すように角筒形の支持筒体
31のみで構成し、この筒体を柱鉄骨のフランジPa又
はpbの外側面に直接取り付けてもよい。この例におい
ても、支持孔31aによる1lyr面欠損の影響がない
柱鉄骨の場合には、@9図に示すように7ランジPaに
支持筒体1を頁面させて使j−目してもよい。
It is not essential to have a plate for mounting the support; for example, as shown in FIG. It may be attached directly to the outside surface of the In this example as well, in the case of a column steel frame that is not affected by the 1lyr surface defect due to the support hole 31a, the support cylinder 1 may be placed on the 7-lunge Pa and used as shown in Figure @9. .

梁は組立梁に限られず1.1イ寸なPC梁であってもよ
い1.ボルトの個数は2本に1覗定されず、鉄筋を保持
できる限シ、1本であってもよい。固定体としてポル)
1用い71ば、鉄筋の支持操作が容易であるが、この他
に、くさび等であってもよい。
The beam is not limited to an assembled beam, but may be a 1.1-inch PC beam.1. The number of bolts is not limited to one in two, but may be one as long as it can hold the reinforcing bars. Pol as a fixed body)
If the reinforcing bar is used 71, it is easy to support the reinforcing bar, but a wedge or the like may also be used.

以上説明したように本発明によれば、従来のように柱鉄
骨に鉄筋を挿通するための孔をあけないので、鉄骨の断
面欠損の問題はなく、柱鉄骨の種類を問うことなくまた
RC柱にも9.を仮設でき、そしてねじ齢鉄筋等特殊な
鉄筋f:使用しなくても建方時の微調整が可能な状態で
、接続筋を同定保持でき、施工の簡略化1合哩化を達成
できる。
As explained above, according to the present invention, there is no need to drill holes for inserting reinforcing bars into the column steel frame as in the past, so there is no problem of cross-sectional loss of the steel frame, and it is possible to use RC columns without worrying about the type of column steel frame. Also 9. Special reinforcing bars such as threaded reinforcing bars can be temporarily installed, and connecting bars can be identified and maintained while fine adjustments can be made during construction even if special reinforcing bars such as threaded reinforcing bars are not used.

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

第1図乃至第2図は本発明の一実施例を示−fもので、
第1図は使用状態を示−j斜視図、第2図は断面図、 第3図は接続筋の一部断面正面図 第4図及び第5図は本発明の他の使用例をそれぞれ示す
斜視図、 第6図乃至第9図はそれぞれ本発明の他の実施例を示す
斜視図である。 1 、11 、21 、31 ・・支持筒体、1 a 
、 lla。 21a、31a・・・支持孔、2.12.22・・・取
付は板、3,13,23.33・・・固定体であるボル
ト、A・・・アンカー筋、C・・・接続筋、Ca・・・
梁通し筋、P・・・柱鉄骨、P、・・・RC柱、R,I
ζa・・・梁主筋、Jζ1・・柱主筋8 以  北 特 許 出 願 人  株式会社長谷川工務店第4図 牢5区 Pl 児61      集7区 范9図
Figures 1 and 2 show an embodiment of the present invention.
Fig. 1 shows the state of use -J perspective view, Fig. 2 is a sectional view, Fig. 3 is a partially sectional front view of the connecting bar, and Figs. 4 and 5 show other usage examples of the present invention, respectively. FIGS. 6 to 9 are perspective views showing other embodiments of the present invention. 1, 11, 21, 31...Support cylinder, 1 a
, lla. 21a, 31a... Support hole, 2.12.22... Mounting plate, 3, 13, 23. 33... Bolt that is the fixing body, A... Anchor bar, C... Connection bar , Ca...
Beam through reinforcement, P...Column steel frame, P,...RC column, R, I
ζa...beam main reinforcement, Jζ1...column main reinforcement 8 Patent applicant Hasegawa Construction Co., Ltd., Figure 4, Prison 5, Pl 61, Collection 7, Fan 9,

Claims (1)

【特許請求の範囲】 (υ 軸心方向に接続筋等の鉄筋を貫通可能の支持孔を
有し、社主鋼材に取り付ける支持筒体と、この支持筒体
の支持孔を貫通″1−る上記鉄筋を支持固定する固定体
と 全具備する鉄筋の支持具。 +21  %許請求の範囲第1項において、支持筒体は
取付は板を介して社主鋼材に取り付けるものであること
を特徴とする鉄筋の支持具。 (3)特許請求の範囲第1項において、固定体は支持筒
体に筒体の径方向に移動nf能に取り付けたボルトであ
ることを特徴と1−る、扶助り支持具。
[Scope of Claims] A fixing body that supports and fixes the reinforcing bars and a supporting device for the reinforcing bars that includes the entirety of the reinforcing bars. +21% Permissible scope In claim 1, the supporting cylinder is attached to the main steel material through a plate. (3) In claim 1, the fixing body is a bolt attached to the supporting cylinder so as to be movable in the radial direction of the cylinder. Support.
JP9998383A 1983-06-04 1983-06-04 Upport jig of reinforcing iron Pending JPS59224756A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9998383A JPS59224756A (en) 1983-06-04 1983-06-04 Upport jig of reinforcing iron

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9998383A JPS59224756A (en) 1983-06-04 1983-06-04 Upport jig of reinforcing iron

Publications (1)

Publication Number Publication Date
JPS59224756A true JPS59224756A (en) 1984-12-17

Family

ID=14261892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9998383A Pending JPS59224756A (en) 1983-06-04 1983-06-04 Upport jig of reinforcing iron

Country Status (1)

Country Link
JP (1) JPS59224756A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03130855U (en) * 1990-04-16 1991-12-27
JP2000328715A (en) * 1999-05-21 2000-11-28 Nippon Splice Sleeve Kk Reinforcement auxiliary tool

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4969529A (en) * 1972-11-06 1974-07-05
JPS527855A (en) * 1975-07-09 1977-01-21 Yoshio Yoshimura Metal plate for chasis box
JPS5214587U (en) * 1975-07-18 1977-02-01
JPS56105051A (en) * 1980-01-22 1981-08-21 Yoshiichi Sakamura Connecting method and joint for special form rod material for reinforcing rod

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4969529A (en) * 1972-11-06 1974-07-05
JPS527855A (en) * 1975-07-09 1977-01-21 Yoshio Yoshimura Metal plate for chasis box
JPS5214587U (en) * 1975-07-18 1977-02-01
JPS56105051A (en) * 1980-01-22 1981-08-21 Yoshiichi Sakamura Connecting method and joint for special form rod material for reinforcing rod

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03130855U (en) * 1990-04-16 1991-12-27
JP2000328715A (en) * 1999-05-21 2000-11-28 Nippon Splice Sleeve Kk Reinforcement auxiliary tool

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