JPS6381909U - - Google Patents
Info
- Publication number
- JPS6381909U JPS6381909U JP17714986U JP17714986U JPS6381909U JP S6381909 U JPS6381909 U JP S6381909U JP 17714986 U JP17714986 U JP 17714986U JP 17714986 U JP17714986 U JP 17714986U JP S6381909 U JPS6381909 U JP S6381909U
- Authority
- JP
- Japan
- Prior art keywords
- steel
- lower main
- main load
- slits
- concrete slab
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 230000002787 reinforcement Effects 0.000 claims 2
- 229910052742 iron Inorganic materials 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
第１図は第１実施例で、一部断面を示した斜視
図、第２図は肋筋の製作過程を示した平面図、第
３図は第２実施例で、一部断面を示した斜視図で
ある。
１ａ，１ｂ，１ｃ……主耐力鋼材、２……肋筋
、３……スリツト、Ａ……鋼板、Ｃ……コンクリ
ート。
Figure 1 shows the first embodiment, a perspective view showing a partial cross section, Figure 2 is a plan view showing the manufacturing process of the ribs, and Figure 3 shows the second example, a partial cross section. FIG. 1a, 1b, 1c... Main load-bearing steel, 2... Rebar, 3... Slit, A... Steel plate, C... Concrete.
Claims (1)
た助筋をコンクリート中に埋設してなり、前記助
筋は一方向に波形で、鋼板に所定間隔にスリツト
を入れ、スリツトと直角方向に引張して立体トラ
ス状に形成してあることを特徴とするコンクリー
トスラブ。 (2) 上下主耐力鋼材の一方或は両方が鉄筋、鉄
板、形鋼または鋼管といずれかである実用新案登
録請求の範囲第１項記載のコンクリートスラブ。[Claims for Utility Model Registration] (1) Auxiliary reinforcements placed between upper and lower main load-bearing steel members arranged in two directions are embedded in concrete, and the auxiliary reinforcements are corrugated in one direction and placed at predetermined intervals on the steel plate. A concrete slab characterized by being formed into a three-dimensional truss shape by inserting slits and pulling in a direction perpendicular to the slits. (2) The concrete slab according to claim 1, wherein one or both of the upper and lower main load-bearing steel members are reinforcing bars, iron plates, shaped steel, or steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17714986U JPS6381909U (en) | 1986-11-18 | 1986-11-18 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17714986U JPS6381909U (en) | 1986-11-18 | 1986-11-18 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6381909U true JPS6381909U (en) | 1988-05-30 |
Family
ID=31118079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17714986U Pending JPS6381909U (en) | 1986-11-18 | 1986-11-18 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6381909U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007321436A (en) * | 2006-05-31 | 2007-12-13 | Sankyo Tateyama Aluminium Inc | Truss member, and method of producing diagonal of three-dimensional truss |
-
1986
- 1986-11-18 JP JP17714986U patent/JPS6381909U/ja active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007321436A (en) * | 2006-05-31 | 2007-12-13 | Sankyo Tateyama Aluminium Inc | Truss member, and method of producing diagonal of three-dimensional truss |