JPH04143350A - Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith - Google Patents

Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith

Info

Publication number
JPH04143350A
JPH04143350A JP26517890A JP26517890A JPH04143350A JP H04143350 A JPH04143350 A JP H04143350A JP 26517890 A JP26517890 A JP 26517890A JP 26517890 A JP26517890 A JP 26517890A JP H04143350 A JPH04143350 A JP H04143350A
Authority
JP
Japan
Prior art keywords
reinforcement
stirrup
semi
bar
prefabricated
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
JP26517890A
Other languages
Japanese (ja)
Inventor
Shunzo Saito
斉藤 駿三
Norie Yukimura
幸村 憲衛
Yasuhiro Matsuzaki
育弘 松崎
Yasuto Kobayashi
康人 小林
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.)
TOKYU KOKEN KK
Tokyu Construction Co Ltd
Original Assignee
TOKYU KOKEN KK
Tokyu 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 TOKYU KOKEN KK, Tokyu Construction Co Ltd filed Critical TOKYU KOKEN KK
Priority to JP26517890A priority Critical patent/JPH04143350A/en
Publication of JPH04143350A publication Critical patent/JPH04143350A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To improve workability by welding both ends of U-like semi-stirrup reinforcement arranged in parallel to beam main reinforcement alternates to form a prefabricated reinforcement, and arranging upper and lower beam main reinforcements and the like and placing concrete. CONSTITUTION:U-like semi stirrup reinforcements 1 are arranged in parallel, both ends of it are welded to beam main reinforcement alternates 2, and a semi-prefabricated reinforcement A for a beam stirrup is formed. Further, beam lower end main reinforcements 4, upper end main reinforcements 6, an upper side stirrup 5, and a slab reinforcement 7 are arranged, a beam formwork 3 is provided, and concrete is placed. Hereby, execution efficiency can be improved.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、梁スターラップ用牛プレハブ鉄筋およびそれ
による梁筋の配筋方法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a prefabricated reinforcing bar for beam stirrups and a method for arranging beam reinforcing bars using the same.

[従来の技術] 従来の梁筋の配筋は、口字状またはスパイラル状のスタ
ーラップを梁型枠内に入れておいてから、梁主筋を該ス
ターラップ内に挿入し、スターラップを適宜間隔に配筋
しながら結束線により組み付けていた。
[Prior art] Conventional beam reinforcement arrangement involves placing a head-shaped or spiral-shaped stirrup in the beam formwork, inserting the main beam reinforcement into the stirrup, and then adjusting the stirrup as appropriate. They were assembled using binding wires while placing reinforcement at intervals.

[発明が解決しようとする課題1 従って、上記従来の梁筋はスターラップの間隔等の配筋
精度が出なかったり、現場での組み付けや梁主筋の配筋
作業に手間取る等の問題5克があった。
[Problem to be Solved by the Invention 1] Therefore, the above-mentioned conventional beam reinforcements have five problems, such as poor reinforcement arrangement accuracy such as spacing between stirrups, and time-consuming assembly and reinforcement work for beam main reinforcements. there were.

本発明は、上記従来の問題、ヴを解決するためになされ
たもので、その目的とするところは、配筋精度や施工性
が高い梁スターラップ用半プレハブ鉄筋およびそれによ
る梁筋の配筋方法を提供することにある。
The present invention has been made in order to solve the above-mentioned conventional problems, and its purpose is to provide semi-prefabricated reinforcing bars for beam stirrups with high reinforcement accuracy and workability, and reinforcement of beam bars using the semi-prefabricated reinforcing bars for beam stirrups. The purpose is to provide a method.

[N題を解決するための手段] 本発明の梁スターラップ用半プレハブ鉄筋は、平行に配
筋した多数のコ字状半スターラップ筋と、これらの半ス
ターラップ筋の両端部を各々一体的に溶接した梁主筋代
替筋から構成したことを特徴とする。
[Means for Solving Problem N] The semi-prefabricated reinforcing bars for beam stirrups of the present invention include a large number of U-shaped half stirrup bars arranged in parallel, and both ends of these half stirrup bars are each integrated. It is characterized by being constructed from beam main reinforcement and substitute reinforcement which are welded together.

上記コ字状半スターラップ筋の端部の先端面または側面
を、上記梁主筋代替筋に溶接して一体化する。
The tip end surface or side surface of the end of the U-shaped half stirrup reinforcement is welded to and integrated with the alternative reinforcement of the beam main reinforcement.

上記梁主筋代替筋としては丸鋼、異形鉄筋、プレート等
を使用する。
Round steel, deformed reinforcing bars, plates, etc. are used as the above-mentioned beam main reinforcement reinforcement.

また、本発明の梁スターラップ用牛プレハブ鉄筋による
梁筋の配筋方法は、梁スターラップ用半プレハブ鉄筋を
梁型枠内にセットし、該牛プレハブ鉄筋内に梁主筋を配
筋した後、上辺のスターラップを梁主筋代替筋と直交状
態に掛止させて配筋することを特徴とする。
In addition, the method for arranging beam reinforcement using prefabricated reinforcing bars for beam stirrups of the present invention is to set semi-prefabricated reinforcing bars for beam stirrups in a beam form, and to arrange beam main reinforcement inside the prefabricated reinforcing bars for beam stirrups. , is characterized in that the stirrups on the upper side are hooked orthogonally to the beam main reinforcement substitute reinforcements.

[実施例] 以下、本発明の一実施例について、図面を参照しながら
説明する。
[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.

第1図は本発明の梁スターラップ用半プレハブ鉄筋Aの
一実施例を示すもので、多数のコ字状半スターラップ筋
1と、2本の梁主筋代替H2を一体的に溶接して構成さ
れている。
Fig. 1 shows an embodiment of a semi-prefabricated reinforcing bar A for beam stirrup according to the present invention, in which a large number of U-shaped half stirrup bars 1 and two beam main bar substitutes H2 are integrally welded. It is configured.

上記多数のコ字状半スターラップ筋1は、所定間隔で平
行に配列されている。そして、該コ字状半スターラップ
筋1の両端部の先端面は、上記梁主筋代替筋2の側面に
各々溶接されている。
The large number of U-shaped half stirrup strips 1 are arranged in parallel at predetermined intervals. The tip surfaces of both ends of the U-shaped half stirrup reinforcement 1 are welded to the side surfaces of the beam main reinforcement substitute reinforcement 2, respectively.

次に、上記牛プレハブ鉄筋による梁筋の配筋方法につい
て説明する。
Next, a method of arranging beam reinforcement using the above-mentioned prefabricated reinforcing bars will be explained.

まず、第2図に示すように、梁型枠3内に上記半プレハ
ブ鉄筋Aをセットする。
First, as shown in FIG. 2, the semi-prefabricated reinforcing bars A are set inside the beam formwork 3.

次に、第3図に示すように、牛プレハブ鉄筋A内に梁下
端主筋4を配筋して、結束線等により固定する。
Next, as shown in FIG. 3, the beam lower end main reinforcing bars 4 are arranged within the prefabricated beef reinforcing bars A and fixed with binding wires or the like.

続いて、第4図に示すように、上記半プレハブ鉄筋Aの
梁主筋代替筋2に上辺のスターラップ5を取り付ける。
Subsequently, as shown in FIG. 4, stirrups 5 on the upper side are attached to the beam main reinforcement substitute reinforcement 2 of the semi-prefabricated reinforcing bars A.

この際、該スターラップ5の両端部をフック状に形成し
であるので、これを梁主筋代替筋2に掛は止めるように
して取り付ける。
At this time, since both ends of the stirrup 5 are formed into a hook shape, they are attached to the beam main reinforcement substitute reinforcement 2 so as to be hooked thereto.

尚、梁上端主筋6は、上辺のスターラップ5を取り付け
る前に、半プレハブ鉄筋A内に入れておいて、スターラ
ップ5を取り付けた後に、これに結束線等により固定す
るか、或いは、スターラップ5と梁上端主筋6を予め組
み付けておいてから、スターラップ5を半プレハブ鉄筋
Aに取り付けるようにする。
The main reinforcement 6 at the upper end of the beam may be placed inside the semi-prefabricated reinforcing bar A before attaching the stirrup 5 on the upper side, and then fixed to it with a binding wire or the like after the stirrup 5 is attached, or The stirrup 5 is attached to the semi-prefabricated reinforcing bar A after the wrap 5 and the main reinforcement 6 at the upper end of the beam are assembled in advance.

7はスラブ筋である。7 is a slab line.

第5図(A)は、上記コ字状半スターラップ筋1の端部
の側面に梁主筋代替筋2′を溶接した別の実施例を示し
、第5図(B)は、上記丸鋼や異形鉄筋に代えてプレー
ト2″を溶接した更に別の実施例を示す。
FIG. 5(A) shows another embodiment in which a substitute beam main reinforcement reinforcement 2' is welded to the side surface of the end of the U-shaped semi-stirrup reinforcement 1, and FIG. Still another embodiment is shown in which a plate 2'' is welded instead of a deformed reinforcing bar.

尚、本発明の梁スターラップ用プレハブ鉄筋Aは、建設
現場に建込んだ鉄骨梁の周囲に配筋することもできる。
Note that the prefabricated reinforcing bars A for beam stirrup of the present invention can also be arranged around a steel beam erected at a construction site.

[発明の効果1 (1)コ字状半スターラップ筋を梁主筋代替筋に一体的
に溶接したので、半スターラップ筋の配筋精度の向上を
図ることができる。
[Effects of the Invention 1 (1) Since the U-shaped semi-stirrup reinforcement is integrally welded to the beam main reinforcement substitute reinforcement, the reinforcement accuracy of the half-stirrup reinforcement can be improved.

(2)梁スターラップ用プレハブ鉄筋は全体としてフ字
の板状に形成されているので、軽くて運搬し易く、また
、梁主筋を配筋し易く、施工性が良い。
(2) The prefabricated reinforcing bars for beam stirrups are formed into a F-shaped plate as a whole, so they are light and easy to transport, and the beam main reinforcements are easy to arrange, resulting in good workability.

(3)梁主筋代替筋は主筋としても利用することができ
る。
(3) Beam main reinforcement substitute reinforcement can also be used as main reinforcement.

(4)SRC造、SC造などの部材に利用することがで
きる。
(4) Can be used for members such as SRC construction and SC construction.

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

11図は本発明の梁スターラップ用半プレハブ鉄筋の一
実施例を示す斜視図、$2図ないしvJ4図は梁スター
ラップ用半プレハブ鉄筋による梁筋の配筋方法を順次示
す説明図、第5図(A)(B)は各々梁主筋代替筋の別
の実施例を示す説明図である。 1・・・コ字状半スターラップ筋、2,2′・・・梁主
筋代替筋、2″・・・プレート、3・・・梁型枠、4・
・・梁下端主筋、5・・・梁上端主筋、6・・・上辺の
スターラ7プ、7・・・スラブ鉄筋、A・・・梁スター
ラップ用牛プレハブ鉄筋。 特許出願人  東急建設株式会社 同    束急工建株式会社 代 理 人  弁理士 鈴木征四部
Figure 11 is a perspective view showing one embodiment of the semi-prefabricated reinforcing bars for beam stirrups of the present invention, Figures 2 to 4 are explanatory diagrams sequentially showing a reinforcement method for beam reinforcement using semi-prefabricated reinforcing bars for beam stirrups, 5(A) and 5(B) are explanatory diagrams each showing another example of the beam main reinforcement substitute reinforcement. 1... U-shaped half stirrup bar, 2, 2'... Beam main reinforcement reinforcement, 2''... Plate, 3... Beam formwork, 4.
... Beam bottom end main reinforcement, 5... Beam top end main reinforcement, 6... Top stirrer 7, 7... Slab reinforcing bar, A... Beef prefabricated reinforcing bar for beam stirrup. Patent applicant: Tokyu Construction Co., Ltd., Takkyu Koken Co., Ltd. Agent: Patent attorney: Seishibu Suzuki

Claims (1)

【特許請求の範囲】 1、平行に配筋した多数のコ字状半スターラップ筋と、
これらの半スターラップ筋の両端部を各々一体的に溶接
した梁主筋代替筋から構成したことを特徴とする梁スタ
ーラップ用半プレハブ鉄筋。 2、上記コ字状半スターラップ筋の端部の先端面を、上
記梁主筋代替筋に溶接したことを特徴とする請求項1に
記載の梁スターラップ用半プレハブ鉄筋。 3、上記コ字状半スターラップ筋の端部の側面を、上記
梁主筋代替筋に溶接したことを特徴とする請求項1に記
載の梁スターラップ用半プレハブ鉄筋。 4、前記請求項1ないし3に記載の梁スターラップ用半
プレハブ鉄筋を梁型枠内にセットし、該半プレハブ鉄筋
内に梁主筋を配筋した後、上辺のスターラップを梁主筋
代替筋と直交状態に掛止させて配筋することを特徴とす
る梁スターラップ用半プレハブ鉄筋による梁筋の配筋方
法。
[Claims] 1. A large number of U-shaped semi-stirrup reinforcements arranged in parallel;
A semi-prefabricated reinforcing bar for a beam stirrup, characterized in that it is composed of beam main reinforcement substitute reinforcements in which both ends of these half stirrup reinforcements are integrally welded. 2. The semi-prefabricated reinforcing bar for beam stirrup according to claim 1, wherein the tip end surface of the end of the U-shaped half stirrup bar is welded to the beam main bar substitute bar. 3. The semi-prefabricated reinforcing bar for beam stirrup according to claim 1, wherein the side surface of the end of the U-shaped half stirrup bar is welded to the beam main bar substitute bar. 4. After setting the semi-prefabricated reinforcing bars for beam stirrups according to claims 1 to 3 in the beam formwork and arranging the beam main reinforcement within the semi-prefabricated reinforcing bars, the upper stirrup is replaced with beam main reinforcement substitute reinforcement. A method for arranging beam reinforcement using semi-prefabricated reinforcing bars for beam stirrups, which is characterized by arranging the reinforcement by hooking it orthogonal to the beam stirrup.
JP26517890A 1990-10-04 1990-10-04 Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith Pending JPH04143350A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26517890A JPH04143350A (en) 1990-10-04 1990-10-04 Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26517890A JPH04143350A (en) 1990-10-04 1990-10-04 Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith

Publications (1)

Publication Number Publication Date
JPH04143350A true JPH04143350A (en) 1992-05-18

Family

ID=17413662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26517890A Pending JPH04143350A (en) 1990-10-04 1990-10-04 Semi-prefabricated reinforcement for beam stirrup and arranging method of beam reinforcement therewith

Country Status (1)

Country Link
JP (1) JPH04143350A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835435A (en) * 2014-03-07 2014-06-04 江苏中宝钢构有限公司 U-shaped steel-concrete composite beam
CN106013599A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 U-shaped steel beam
CN108049572A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated composite beam shell
JP2019065462A (en) * 2017-09-28 2019-04-25 大和ハウス工業株式会社 Reinforcement unit and reinforced concrete beam

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103835435A (en) * 2014-03-07 2014-06-04 江苏中宝钢构有限公司 U-shaped steel-concrete composite beam
CN103835435B (en) * 2014-03-07 2016-04-27 江苏中宝钢构有限公司 A kind of U-shaped steel-concrete composite beam
CN106013599A (en) * 2016-07-05 2016-10-12 风范绿色建筑(常熟)有限公司 U-shaped steel beam
JP2019065462A (en) * 2017-09-28 2019-04-25 大和ハウス工業株式会社 Reinforcement unit and reinforced concrete beam
CN108049572A (en) * 2018-01-25 2018-05-18 万保金 Prefabricated composite beam shell

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