JPS6214241Y2 - - Google Patents
Info
- Publication number
- JPS6214241Y2 JPS6214241Y2 JP1982018277U JP1827782U JPS6214241Y2 JP S6214241 Y2 JPS6214241 Y2 JP S6214241Y2 JP 1982018277 U JP1982018277 U JP 1982018277U JP 1827782 U JP1827782 U JP 1827782U JP S6214241 Y2 JPS6214241 Y2 JP S6214241Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- panel zone
- mounting brackets
- welded
- steel frame
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 8
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Description
【考案の詳細な説明】
この考案は鉄骨鉄筋コンクリート構造における
柱・梁接合部分すなわちパネルゾーンの配筋装置
に関するものである。[Detailed description of the invention] This invention relates to a reinforcement arrangement device for a column-beam joint, that is, a panel zone, in a steel reinforced concrete structure.
従来鉄骨鉄筋コンクリート構造のパネルゾーン
ではフープ筋の配筋ができず、特にパネルゾーン
の補強が要求される場合梁鉄骨を貫通してフープ
筋を配筋する。したがつて配筋作業は全て現場施
工となり施工性がよくない。そこで特開昭54−
10515号公報にみられるようにフープ筋の端部を
梁鉄骨のウエブに突合せて溶接しておく方法が提
案されているが、溶接部の強度の確保がむづかし
い。 Conventionally, hoop reinforcement cannot be placed in the panel zone of a steel reinforced concrete structure, and when reinforcement of the panel zone is required, hoop reinforcement is placed through the beam steel frame. Therefore, all reinforcement work must be done on-site, which is not very convenient. Therefore, Japanese Patent Application Publication No. 1973-
As seen in Publication No. 10515, a method has been proposed in which the ends of the hoop reinforcements are butted against the web of the beam steel frame and welded, but it is difficult to ensure the strength of the welded part.
この考案は前記従来の問題点を解消すべく工夫
したもので以下その詳細を図示した実施例によつ
て説明する。 This invention has been devised to solve the above-mentioned conventional problems, and its details will be explained below with reference to illustrated embodiments.
Ｌ形に成形した鉄筋１の両端部をそれぞれ鉄板
からなる板状の取付金具２の側面に溶接して固着
してある。そしてこの取付金具２には複数段水平
に所要間隔をもつて取付けてある。そして取付金
具２は隣接する梁鉄骨３，３のウエブに溶接によ
り固着している。 Both ends of an L-shaped reinforcing bar 1 are welded and fixed to the side surfaces of a plate-shaped mounting bracket 2 made of an iron plate. A plurality of stages are mounted on the mounting bracket 2 horizontally at required intervals. The mounting fittings 2 are fixed to the webs of adjacent beam steel frames 3, 3 by welding.
鉄筋１の内側には柱主鉄筋４を挿入して配筋す
る。なお５は柱鉄骨である。 Column main reinforcing bars 4 are inserted and arranged inside the reinforcing bars 1. Note that 5 is the column steel frame.
他の実施例として第４図のように板状の取付金
具２をＬ形に折曲してピース状としてその一側面
にそれぞれ鉄筋１の端部に溶接しておき他辺を梁
鉄骨３のウエブにハイテンシヨンボルト６によつ
て固着することができる。なお取付金具２をアン
グル鋼材によつて連続状とすることができる。 As another example, as shown in FIG. 4, a plate-shaped mounting bracket 2 is bent into an L shape to form a piece, and one side of the piece is welded to the end of each reinforcing bar 1, and the other side is attached to a beam steel frame 3. It can be fixed to the web with a high tension bolt 6. Note that the mounting bracket 2 can be made of angle steel and made continuous.
この考案は以上の構成からなり、パネルゾーン
部の剪断補強筋すなわちフープ筋に相当する鉄筋
の端部を板状の取付金具を介して鉄骨製作時に予
め工場で取付けることができ、しかも溶接長も十
分とすることができるので、十分設計どうりの強
度が確保できる。 This idea consists of the above-mentioned structure, and the ends of the reinforcing bars corresponding to the shear reinforcing bars, i.e., hoop bars, in the panel zone can be attached in advance at the factory during steel frame fabrication via plate-shaped mounting brackets, and the welding length can be reduced. Since the strength can be made sufficient, sufficient strength as designed can be ensured.
また現場でのパネルゾーン部分の困難な剪断補
強筋の取付け作業がなくなるので工期の短縮が期
待できる。 Additionally, the construction period can be expected to be shortened because the difficult on-site installation of shear reinforcing bars in the panel zone area is no longer required.
第１図、第２図、第３図は第１実施例の斜視
図、平面図および要部の断面図、第４図、第５
図、第６図は第２実施例の斜視図、平面図および
要部の断面図である。
１・・鉄筋、２・・取付金具、３・・梁鉄骨、
４・・柱主鉄筋、５・・柱鉄骨、６・・ハイテン
シヨンボルト。
Figures 1, 2, and 3 are a perspective view, a plan view, and a sectional view of the main parts of the first embodiment, and Figures 4 and 5 are
6 are a perspective view, a plan view, and a sectional view of essential parts of the second embodiment. 1...Reinforcing bars, 2...Mounting brackets, 3...Beam steel frame,
4. Column main reinforcement, 5. Column steel frame, 6. High tension bolt.
Claims (1)
付金具の側面に溶接するとともに隣接する梁鉄骨
のウエブに前記取付金具を固着し、かつ前記鉄筋
を複数段水平に配筋し、その内側に柱主鉄筋を配
筋してあることを特徴とするパネルゾーンの配筋
装置。 The ends of the L-shaped reinforcing bars are welded to the side surfaces of the plate-shaped mounting brackets, and the mounting brackets are fixed to the webs of the adjacent beam steel frames, and the reinforcing bars are arranged horizontally in multiple stages, and the inside A panel zone reinforcement device characterized in that column main reinforcing bars are arranged in the panel zone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1827782U JPS58190503U (en) | 1982-02-12 | 1982-02-12 | Panel zone reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1827782U JPS58190503U (en) | 1982-02-12 | 1982-02-12 | Panel zone reinforcement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58190503U JPS58190503U (en) | 1983-12-17 |
| JPS6214241Y2 true JPS6214241Y2 (en) | 1987-04-11 |
Family
ID=30030537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1827782U Granted JPS58190503U (en) | 1982-02-12 | 1982-02-12 | Panel zone reinforcement device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58190503U (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5410515A (en) * | 1977-06-24 | 1979-01-26 | Takenaka Komuten Co | Method of placing reinforcement hoop at front end of reinforced concrete structure |
| JPS5443809A (en) * | 1977-09-16 | 1979-04-06 | Nippon Steel Corp | Controlling method for temperature of metal strip in continuous furnace |
-
1982
- 1982-02-12 JP JP1827782U patent/JPS58190503U/en active Granted
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5410515A (en) * | 1977-06-24 | 1979-01-26 | Takenaka Komuten Co | Method of placing reinforcement hoop at front end of reinforced concrete structure |
| JPS5443809A (en) * | 1977-09-16 | 1979-04-06 | Nippon Steel Corp | Controlling method for temperature of metal strip in continuous furnace |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58190503U (en) | 1983-12-17 |
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