JPS62175103U - - Google Patents
Info
- Publication number
- JPS62175103U JPS62175103U JP5961586U JP5961586U JPS62175103U JP S62175103 U JPS62175103 U JP S62175103U JP 5961586 U JP5961586 U JP 5961586U JP 5961586 U JP5961586 U JP 5961586U JP S62175103 U JPS62175103 U JP S62175103U
- Authority
- JP
- Japan
- Prior art keywords
- bent
- section
- cross
- dog
- anchor structure
- 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.)
- Granted
Links
- 230000002787 reinforcement Effects 0.000 claims description 2
- 239000004567 concrete Substances 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
図面は本考案の大梁鉄筋端部のアンカー構造を
説明する実施例の図面であり、第１図１は柱と梁
の仕口部の平面図、第１図２はＶＨ工法のＨ段階
の立面図であり、第２図は梁の端面で示す鉄筋の
構造説明図、第３図は第２図と同様の他の実施例
の概略図である。
１…柱、２…大梁、３…仕口部、４…メツシユ
筋、１１…柱主筋、２１…梁上ば主筋、２２…梁
下ば主筋、２４…のみ込み部、２５…鉄筋接続部
分、２６…斜行部分、２７…垂直部。
The drawings are drawings of an embodiment of the present invention to explain the anchor structure at the end of the girder reinforcement. Fig. 1 1 is a plan view of the joint between a column and a beam, and Fig. 1 2 is a diagram of the H stage of the VH construction method. 2 is a plan view, FIG. 2 is a structural explanatory diagram of reinforcing bars shown at the end face of a beam, and FIG. 3 is a schematic diagram of another embodiment similar to FIG. 2. 1...Column, 2...Girder, 3...Joining part, 4...Mesh bar, 11...Column main bar, 21...Beam top main bar, 22...Beam bottom main bar, 24...Inset part, 25...Rebar connection part, 26... Oblique portion, 27... Vertical portion.
Claims (1)
向の分離推進工法によつて構築し、水平段階にお
いて大梁の上下主筋を柱のコンクリート内ののみ
込み部奥で、梁断面の対角線方向に屈曲して概略
Ｘ型にアンカーするときのアンカー構造において
、 上下関係に配される主筋同志の屈曲部分を連接
して接続部分を形成し、この部分を梁中心部に向
けて屈曲して概略「く」字状に曲成し、この「く
」字形屈曲部を背中合わせに対向させ、これらの
屈曲部分が形成する非交差のＸ形屈曲部の柱断面
に関する内方面に沿つて梁断面内に多数の直交筋
で形成したメツシユ筋を配して成ることを特徴と
する大梁筋端部の連続アンカー構造。[Scope of claim for utility model registration] A high-rise reinforced concrete building is constructed using the vertical and horizontal separation propulsion method, and in the horizontal stage, the upper and lower main reinforcements of the girder are inserted deep into the concrete of the column, and the cross section of the beam is In an anchor structure that is bent diagonally and anchored in a roughly X-shape, the bent parts of the main bars arranged in a vertical relationship are connected to form a connecting part, and this part is bent towards the center of the beam. The cross section of the beam is bent approximately into a "dog" shape, and the "dog" shaped bent portions are opposed back to back, and the beam cross section is A continuous anchor structure at the end of the girder bar, characterized by arranging mesh bars formed by a large number of orthogonal bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5961586U JPH0450721Y2 (en) | 1986-04-22 | 1986-04-22 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5961586U JPH0450721Y2 (en) | 1986-04-22 | 1986-04-22 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62175103U true JPS62175103U (en) | 1987-11-07 |
| JPH0450721Y2 JPH0450721Y2 (en) | 1992-11-30 |
Family
ID=30891270
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5961586U Expired JPH0450721Y2 (en) | 1986-04-22 | 1986-04-22 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0450721Y2 (en) |
-
1986
- 1986-04-22 JP JP5961586U patent/JPH0450721Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0450721Y2 (en) | 1992-11-30 |
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