JPH0175538U - - Google Patents
Info
- Publication number
- JPH0175538U JPH0175538U JP1987169049U JP16904987U JPH0175538U JP H0175538 U JPH0175538 U JP H0175538U JP 1987169049 U JP1987169049 U JP 1987169049U JP 16904987 U JP16904987 U JP 16904987U JP H0175538 U JPH0175538 U JP H0175538U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcements
- shear
- steel plate
- vertical
- surface steel
- 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 8
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
第1図は本考案の第1実施例を示す縦断面図、
第2図A,Bは第1図のa―aとb―b
部分の両断面図、第3図は第2実施例を示す縦断
面図、第4図は第3実施例を示す縦断面図、第5
図は従来例の縦断面図である。
4:コンクリート、10:下側表面鋼板、12
:上ば筋、13,23,33:せん断補強材。
FIG. 1 is a longitudinal sectional view showing the first embodiment of the present invention;
Figure 2 A and B are a-a and bb of Figure 1.
3 is a longitudinal sectional view showing the second embodiment, FIG. 4 is a longitudinal sectional view showing the third embodiment, and FIG. 5 is a longitudinal sectional view showing the third embodiment.
The figure is a longitudinal sectional view of a conventional example. 4: Concrete, 10: Lower surface steel plate, 12
: Upper reinforcement, 13, 23, 33: Shear reinforcement.
Claims (1)
ん断補強材を一体的に立設するとともに、該各せ
ん断補強材の上部に縦、横間隔をおいて縦、横水
平方向に指向された複数の上ば筋を係止状にして
配設し、前記下側表面鋼板上に打設したコンクリ
ートによつて前記各せん断補強材および前記各上
ば筋を埋設したことを特徴とする鉄筋コンクリー
ト。 A plurality of shear reinforcements are integrally erected on the lower surface steel plate at vertical and horizontal intervals, and a plurality of shear reinforcements are vertically and horizontally oriented at vertical and horizontal intervals on the top of each shear reinforcement. Reinforced concrete characterized in that a plurality of upper reinforcements are arranged in a locking manner, and each of the shear reinforcements and each of the upper reinforcements are buried in concrete cast on the lower surface steel plate. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987169049U JPH0175538U (en) | 1987-11-06 | 1987-11-06 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987169049U JPH0175538U (en) | 1987-11-06 | 1987-11-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0175538U true JPH0175538U (en) | 1989-05-22 |
Family
ID=31458768
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1987169049U Pending JPH0175538U (en) | 1987-11-06 | 1987-11-06 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0175538U (en) |
-
1987
- 1987-11-06 JP JP1987169049U patent/JPH0175538U/ja active Pending