JPH0386903U - - Google Patents
Info
- Publication number
- JPH0386903U JPH0386903U JP14875689U JP14875689U JPH0386903U JP H0386903 U JPH0386903 U JP H0386903U JP 14875689 U JP14875689 U JP 14875689U JP 14875689 U JP14875689 U JP 14875689U JP H0386903 U JPH0386903 U JP H0386903U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- coaxially
- reinforcements
- main
- reinforced concrete
- 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
Links
- 230000002787 reinforcement Effects 0.000 claims description 19
- 239000011150 reinforced concrete Substances 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
Description
第1図は本考案のユニツト配筋部材の平面図、
第2図は同斜視図、第3図、第4図及び第5図は
上ば主筋及び下ば主筋における縦横筋の交差部の
拡大断面図、第6図はユニツト配筋部材を仕口部
における柱及び梁の鉄筋に接続した状態の平面図
である。
また図中、A……ユニツト配筋部材、1……主
筋、a……上ば筋、b……下ば筋、2……上ば主
筋、3……下ば主筋。
Figure 1 is a plan view of the unit reinforcement member of the present invention.
Figure 2 is a perspective view of the same, Figures 3, 4 and 5 are enlarged sectional views of the intersection of vertical and horizontal reinforcement in the upper and lower main reinforcements, and Figure 6 shows the unit reinforcement member at the joint section. FIG. 3 is a plan view of columns and beams connected to reinforcing bars. In the figure, A...Unit reinforcement member, 1...Main reinforcement, a...Upper reinforcement, b...Lower reinforcement, 2...Upper main reinforcement, 3...Lower main reinforcement.
Claims (1)
されるものであつて、柱の主筋と対応して縦筋が
配筋され、該縦筋の上側に梁の上ば筋と同軸上で
連結される上ば主筋が同軸上で直交して格子状に
配筋されると共に、前記縦筋の下側に梁の下ば筋
と同軸上で連結される下ば主筋が同軸上で直交し
て格子状に配筋されて構成されたことを特徴とす
る鉄筋コンクリート構造物の仕口部用ユニツト配
筋部材。 It is used for joints in reinforced concrete structures, where vertical reinforcement is arranged in correspondence with the main reinforcement of the column, and an upper bar is connected coaxially with the upper reinforcement of the beam above the vertical reinforcement. The main reinforcements are coaxially and orthogonally arranged in a grid pattern, and the lower main bars, which are coaxially connected to the beam's bottom reinforcements, are coaxially and orthogonally arranged in a grid pattern below the longitudinal reinforcements. A unit reinforcement member for a joint part of a reinforced concrete structure, characterized in that it is constructed of reinforcements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14875689U JPH0386903U (en) | 1989-12-26 | 1989-12-26 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14875689U JPH0386903U (en) | 1989-12-26 | 1989-12-26 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0386903U true JPH0386903U (en) | 1991-09-03 |
Family
ID=31695192
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14875689U Pending JPH0386903U (en) | 1989-12-26 | 1989-12-26 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0386903U (en) |
-
1989
- 1989-12-26 JP JP14875689U patent/JPH0386903U/ja active Pending