JPH01138015U - - Google Patents
Info
- Publication number
- JPH01138015U JPH01138015U JP3452788U JP3452788U JPH01138015U JP H01138015 U JPH01138015 U JP H01138015U JP 3452788 U JP3452788 U JP 3452788U JP 3452788 U JP3452788 U JP 3452788U JP H01138015 U JPH01138015 U JP H01138015U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- buried
- alternately
- concrete layer
- end reinforcements
- 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 10
- 239000011178 precast concrete Substances 0.000 claims description 4
- 239000004567 concrete Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
Landscapes
- Panels For Use In Building Construction (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
第１図は本考案のプレキヤストコンクリート板
の平面図、第２図は第１図の―線断面図、第
３図は使用状態断面図である。
Ａ……プレキヤストコンクリート板、１……組
立鉄筋、２……コンクリート層、３……頂端筋、
４，４′……下端筋、５……連結筋。
FIG. 1 is a plan view of the precast concrete plate of the present invention, FIG. 2 is a cross-sectional view taken along the line -- in FIG. 1, and FIG. 3 is a cross-sectional view of the precast concrete plate in use. A... Precast concrete plate, 1... Assembled reinforcing bar, 2... Concrete layer, 3... Top reinforcement,
4, 4'...Lower end reinforcement, 5...Connection reinforcement.
Claims (1)
角形の形状に配筋され、これら頂端筋と下端筋と
が波形に折曲した連結筋で一体的に連結されて組
立鉄筋が形成され、該組立鉄筋が適宜間隔をもつ
て平行に配設され、その頂端筋側及び下端筋側が
交互にコンクリート層内に埋設されて、該コンク
リート層の片面からは下端筋側及び上端筋側が交
互に突出して形成されたことを特徴とするプレキ
ヤストコンクリート板。 One top end reinforcement and two bottom end reinforcements are arranged in the shape of an isosceles triangle, and these top end reinforcements and bottom end reinforcements are integrally connected by connecting bars bent in a waveform to form an assembled reinforcing bar. The assembled reinforcing bars are arranged in parallel at appropriate intervals, and the top and bottom reinforcement sides are buried alternately in the concrete layer, and from one side of the concrete layer, the bottom reinforcement side and the top reinforcement side are alternately buried. A precast concrete board characterized by being formed protruding from the top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3452788U JPH01138015U (en) | 1988-03-17 | 1988-03-17 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3452788U JPH01138015U (en) | 1988-03-17 | 1988-03-17 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH01138015U true JPH01138015U (en) | 1989-09-21 |
Family
ID=31261233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3452788U Pending JPH01138015U (en) | 1988-03-17 | 1988-03-17 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01138015U (en) |
-
1988
- 1988-03-17 JP JP3452788U patent/JPH01138015U/ja active Pending