JPH055937U - Position maintaining device for column main bars - Google Patents

Position maintaining device for column main bars

Info

Publication number
JPH055937U
JPH055937U JP6104091U JP6104091U JPH055937U JP H055937 U JPH055937 U JP H055937U JP 6104091 U JP6104091 U JP 6104091U JP 6104091 U JP6104091 U JP 6104091U JP H055937 U JPH055937 U JP H055937U
Authority
JP
Japan
Prior art keywords
column
frame
steel frame
hoop
position holding
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
JP6104091U
Other languages
Japanese (ja)
Inventor
健人 綿引
馨 佐々木
雄二 田端
信 佐々木
Original Assignee
株式会社長谷工コーポレーシヨン
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 株式会社長谷工コーポレーシヨン filed Critical 株式会社長谷工コーポレーシヨン
Priority to JP6104091U priority Critical patent/JPH055937U/en
Publication of JPH055937U publication Critical patent/JPH055937U/en
Pending legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 柱梁仕口部におけるフープの配筋手間の省力
化を図り、梁鉄骨の剛性力の低下を招かないようにす
る。 【構成】 柱梁仕口部において、柱鉄骨1に取付けてあ
る梁ブラケット2に、柱鉄骨を囲むようにかつ柱主筋6
のフープを兼用しいている位置保持フレーム3を取付け
ている。
(57) [Summary] [Purpose] To reduce labor of the hoop reinforcement work in the beam-column joints so as not to reduce the rigidity of the beam steel frame. [Structure] In a column-beam joint portion, a beam bracket 2 attached to a column steel frame 1 surrounds a column steel frame and a column main bar 6
The position holding frame 3 which is also used as the hoop is attached.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial application]

この考案は、柱梁仕口部において柱主筋を位置保持するための位置保持装置に 関するものである。 The present invention relates to a position holding device for holding a column main bar in a column-beam joint.

【0002】[0002]

【従来の技術】[Prior Art]

鉄骨鉄筋コンクリート構造の建物を先組鉄筋工法を用いて施工する場合、従来 より柱主筋の位置保持装置を使用している例がある。この位置保持装置として、 柱梁仕口部には柱鉄骨を囲むように四角形に折り曲げた位置保持筋を配設して、 この位置保持筋の複数個所を柱鉄骨から突設した鉄片に溶接しているものであっ た。そして建物の施工前に、工場又は現場において、柱鉄骨の囲りに柱鉄骨に沿 って柱主筋を配筋し、各柱主筋を位置保持筋の四隅の内側に番線で止めたり、溶 接して、さらに柱主筋にフープを仮止めし、その後、位置保持鉄筋で保持されて いる柱主筋を先組した柱鉄骨を立て、柱鉄骨に梁鉄骨を接合した後、柱鉄骨にフ ープを所定位置に配筋するものであった。 When constructing a building with a steel-framed reinforced concrete structure using the pre-assembled reinforcement method, there have been examples of using a column main bar position holding device. As this position-holding device, a position-holding bar that is bent in a quadrangle so as to surround the column steel frame is arranged in the beam-column joint, and multiple positions of this position-holding bar are welded to the iron piece protruding from the column steel frame. It was something that Before the construction of the building, at the factory or on-site, the main reinforcements of the pillars are arranged along the main pillars around the main pillars of the pillars, and each main pillar of the main pillars is welded to the inside of the four corners of the position holding bar with a number line or welded. Then, temporarily fix the hoop to the column main bar, and then set up the column steel frame with the column main bar held by the position-retaining rebar in front, connect the beam steel frame to the column steel frame, and then attach the hoop to the column steel frame. The bar was arranged at a predetermined position.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来例によると、柱梁仕口部におけるフープの配筋は、予め梁鉄骨に開けてあ るフープ挿入用の孔に通して行うために、現場でのフープの挿入配筋の手間がか かる他に、梁鉄骨のウェブにフープ挿入用の孔を開けておかねばならなず、梁鉄 骨の剛性力の低下を招いていた。 According to the conventional example, since the hoop reinforcement in the beam-column joint is performed through the hoop insertion hole that has been opened in the beam steel frame in advance, it takes time and effort to insert the hoop at the site. In addition, holes for hoop insertion must be made in the web of the beam steel, which causes a decrease in the rigidity of the beam steel.

【0004】 この考案の目的は、柱梁仕口部におけるフープの配筋手間の省力化を図り、梁 鉄骨の剛性力の低下を招かないようにすることにある。An object of the present invention is to save labor between the reinforcing bars of the hoop in the beam-column joint so as not to reduce the rigidity of the beam steel frame.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この考案の柱主筋の位置保持装置は、柱梁仕口部において柱鉄骨に取付けてあ る梁ブラケットと、この梁ブラケットに端部を取り付けてあると共に柱鉄骨を囲 みかつ柱主筋のフープを兼用しいている位置保持フレームとからなる。位置保持 フレームはプレートや鉄筋等により構成される。位置保持フレームは1段又は複 数段配設する。 The column main bar position maintaining device of the present invention has a beam bracket attached to the column steel frame at the beam-column joint part, and an end portion attached to the beam bracket, which surrounds the column steel frame and which is provided with a hoop of the column main bar. It is composed of a position holding frame which is also used. The position holding frame is composed of plates and reinforcing bars. The position holding frame is arranged in one stage or multiple stages.

【0006】[0006]

【作用】[Action]

柱梁仕口部において、柱鉄骨のフープの配筋は、位置保持フレームの存在によ り不要となり、また位置保持フレームが柱主筋の位置保持を行っている。 At the beam-column joint, the reinforcement of the hoop of the column steel frame is not required due to the existence of the position holding frame, and the position holding frame holds the position of the column main bar.

【0007】[0007]

【実施例】【Example】

以下、この考案の実施例を図面を参照して説明する。 An embodiment of the present invention will be described below with reference to the drawings.

【0008】 図1において、T形鋼を組合わせて平面十字状に形成された柱鉄骨1の上端部 には、各フランジに梁ブラケット2を接合してある。柱鉄骨1の上端部を囲むよ うにプレートからなる平面四角形の位置保持フレーム3を梁ブラケット2に取り 付けてある。In FIG. 1, a beam bracket 2 is joined to each flange at an upper end portion of a pillar steel frame 1 formed by combining T-shaped steels to form a plane cross shape. A position quadrangular frame 3 made of a plate is attached to the beam bracket 2 so as to surround the upper end of the pillar steel frame 1.

【0009】 位置保持フレーム3は、図2及び図3に示すように4枚のプレートからなるフ レーム部3aからなり、各フレーム部は平面L形状に屈曲されている。各フレー ム部3aのそれぞれの両端は梁ブラケット2のウェブ21から突設されている取 付け板4,…にボルト5によって組み合されている。位置保持フレーム3の四隅 内側において、柱主筋6,…が位置し、番線の結束や溶接によって止められる。 四隅に位置されている柱主筋6の間にも柱主筋6aが配筋されており、柱主筋6 aも位置保持フレーム3に止められている。位置保持フレーム3はフープ7と同 様の役割をしており、柱梁仕口部において、現場でのフープ7の配筋を省略する ためのものである。As shown in FIGS. 2 and 3, the position holding frame 3 is composed of a frame portion 3a composed of four plates, and each frame portion is bent in a plane L shape. Both ends of each frame portion 3a are assembled by bolts 5 to mounting plates 4, ... Which project from the web 21 of the beam bracket 2. Inside the four corners of the position holding frame 3, the column main bars 6, ... Are located and are stopped by binding the number wires or welding. The column main bars 6a are also arranged between the column main bars 6 located at the four corners, and the column main bars 6a are also fixed to the position holding frame 3. The position holding frame 3 has a role similar to that of the hoop 7, and is for omitting the bar arrangement of the hoop 7 on-site at the beam-column joint.

【0010】 柱鉄骨1のウェブ11には、梁主筋8を貫通するための梁主筋挿通用の孔11 aを開けてある。The web 11 of the pillar steel frame 1 is formed with a hole 11 a for penetrating the beam main bar 8 for inserting the beam main bar.

【0011】 次に作用について説明する。Next, the operation will be described.

【0012】 工場又は現場で、柱主筋6を柱鉄骨1の外側にそのフランジに沿う方向に配筋 し、柱主筋の上部を位置保持フレーム3の四隅部内側に通し、番線で結束して、 柱主筋を柱鉄骨に固定する。同様に、柱主筋6aについても配筋して、位置保持 フレーム3に固定しておく。そして柱主筋6,6aの回りにフープ7もまとめて 仮止めしておく。In a factory or on-site, pillar main bars 6 are arranged on the outside of the pillar steel frame 1 in the direction along the flanges thereof, and the upper parts of the pillar main bars are passed inside the four corners of the position holding frame 3 and bound with a numbered wire. Secure the main pillars to the steel column. Similarly, the column main bars 6 a are also arranged and fixed to the position holding frame 3. Then, the hoop 7 is also temporarily fixed around the pillar main bars 6 and 6a.

【0013】 こうしておいてから、柱主筋6,6aを先組した柱鉄骨を立て、梁ブラケット 2に梁を接合し、梁主筋8を柱鉄骨1の梁主筋挿通用の孔11a内に貫通させ、 そしてフープ7を所定位置に配筋する。柱梁仕口部は、位置保持フレーム3の存 在によって、フープ7の配筋は不要となる。その後、型枠工事と、コンクリート 打設工事とを順次行う。After this, a pillar steel frame in which the column main bars 6 and 6a are assembled is erected, the beam is joined to the beam bracket 2, and the beam main bar 8 is penetrated into the hole 11a for inserting the beam main bar of the column steel frame 1. Then, the hoop 7 is arranged at a predetermined position. Due to the presence of the position holding frame 3, the column-beam joint does not require the reinforcement of the hoop 7. After that, formwork work and concrete placement work are carried out in sequence.

【0014】 図4及び図5に他の実施例を示す。 この例においては、プレートからなる位置保持フレームに代えて鉄筋からなる 位置保持フレーム13を用いており、そしてこの位置保持フレームを、上下方向 に所定間隔を置いて2段取付けてあり、さらにフレーム部として平面L形のフレ ーム部13aと、コ形のフレーム部13bとを用いている点で、上例とは異なる 。その他の構成及び作用は上例と同様であり、そのために本例の符号を上例の符 号とを対応する部分について一致させている。 位置保持フレームは3段以上であってもよい。4 and 5 show another embodiment. In this example, a position holding frame 13 made of a reinforcing bar is used in place of the position holding frame made of a plate, and the position holding frames are attached in two stages at predetermined intervals in the vertical direction. Is different from the above example in that a plane L-shaped frame portion 13a and a U-shaped frame portion 13b are used. Other configurations and operations are the same as those in the above example, and therefore, the reference numerals of the present example are matched with the reference numerals of the above example in corresponding portions. The position holding frame may have three or more stages.

【0015】 図6の実施例では、位置保持フレーム23を2つのフレーム部23a,23b で構成している点で上記各例とは相違している。なお、柱鉄骨1は角形鋼管を用 いている。その他の構成及び作用は第1図示例と同様である。The embodiment shown in FIG. 6 is different from the above-mentioned examples in that the position holding frame 23 is composed of two frame portions 23a and 23b. The column steel frame 1 uses a square steel pipe. Other configurations and operations are similar to those of the first illustrated example.

【0016】[0016]

【考案の効果】[Effect of the device]

この考案によれば、柱梁仕口部において、位置保持フレームは柱鉄骨を囲むよ うに取付けられてフープを兼用しているので、柱梁仕口部のフープを配筋する作 業が不要となり、配筋の省力化が図れ、また梁鉄骨にフープ挿通用の孔を設ける ことがないので、梁鉄骨の剛性の低下を招くことがない。 According to this invention, since the position holding frame is mounted so as to surround the column steel frame and also serves as the hoop in the column-beam joint, the work of arranging the hoop of the column-beam joint is unnecessary. In addition, since the labor of the bar arrangement can be saved and the hole for hoop insertion is not provided in the beam steel frame, the rigidity of the beam steel frame is not deteriorated.

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

【図1】この考案の第1実施例を示す斜視図であって、
柱主筋の一部及び梁主筋挿通用の孔を省略している。
1 is a perspective view showing a first embodiment of the present invention,
A part of the column main bar and the hole for inserting the beam main bar are omitted.

【図2】この考案の第1実施例を示す拡大正面図であ
る。
FIG. 2 is an enlarged front view showing the first embodiment of the present invention.

【図3】図2A−A線に沿う断面図である。FIG. 3 is a cross-sectional view taken along the line AA of FIG.

【図4】この考案の他の実施例を示す平面図である。FIG. 4 is a plan view showing another embodiment of the present invention.

【図5】図4のB−B線に沿う断面図である。5 is a cross-sectional view taken along the line BB of FIG.

【図6】この考案のさらに他の実施例を示す平面図であ
る。
FIG. 6 is a plan view showing still another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 柱鉄骨 2 梁ブラケット 3 位置保持フレーム 6 柱主筋 7 フープ 8 梁主筋 11a 梁主筋用孔 13 位置保持フレーム 23 位置保持フレーム 1 Column Steel Frame 2 Beam Bracket 3 Position Holding Frame 6 Column Main Bar 7 Hoop 8 Beam Main Bar 11a Beam Main Bar Hole 13 Position Holding Frame 23 Position Holding Frame

Claims (1)

【実用新案登録請求の範囲】 【請求項1】 柱梁仕口部において柱鉄骨に取付けてあ
る梁ブラケットと、この梁ブラケットに端部を取り付け
てあると共に柱鉄骨を囲みかつ柱主筋のフープを兼用し
いている位置保持フレームとからなる柱主筋の位置保持
装置。
[Claims for utility model registration] [Claim 1] A beam bracket attached to a column steel frame at a column-beam connection part, and an end portion attached to this beam bracket and surrounding the column steel frame and a hoop of a column main bar. A position holding device for a column main bar, which comprises a position holding frame which is also used.
JP6104091U 1991-07-09 1991-07-09 Position maintaining device for column main bars Pending JPH055937U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6104091U JPH055937U (en) 1991-07-09 1991-07-09 Position maintaining device for column main bars

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6104091U JPH055937U (en) 1991-07-09 1991-07-09 Position maintaining device for column main bars

Publications (1)

Publication Number Publication Date
JPH055937U true JPH055937U (en) 1993-01-29

Family

ID=13159745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6104091U Pending JPH055937U (en) 1991-07-09 1991-07-09 Position maintaining device for column main bars

Country Status (1)

Country Link
JP (1) JPH055937U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010013898A (en) * 2008-07-07 2010-01-21 Fujita Corp Steel reinforced concrete column assembling method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010013898A (en) * 2008-07-07 2010-01-21 Fujita Corp Steel reinforced concrete column assembling method

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