JPH0350110U - - Google Patents
Info
- Publication number
- JPH0350110U JPH0350110U JP11109389U JP11109389U JPH0350110U JP H0350110 U JPH0350110 U JP H0350110U JP 11109389 U JP11109389 U JP 11109389U JP 11109389 U JP11109389 U JP 11109389U JP H0350110 U JPH0350110 U JP H0350110U
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- reinforcing bar
- base material
- reinforcing
- welded
- 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
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
第１図はこの考案の第１の実施例の側面図、第
２図は同じく一部を省略した正面図、第３図は同
じく一部を省略した斜視図、第４図はこの考案の
第２の実施例の側面図、第５図は同じく一部を省
略した正面図、第６図は同じく一部を省略した斜
視図である。
１……ベース材、２……上部鉄筋、３……下部
鉄筋、４……波状補強鉄筋、５……トラス、６…
…屈曲吊鉄筋。
Fig. 1 is a side view of the first embodiment of this invention, Fig. 2 is a front view with a part omitted, Fig. 3 is a perspective view with a part omitted, and Fig. 4 is a side view of the first embodiment of this invention. Embodiment 2 is a side view, FIG. 5 is a partially omitted front view, and FIG. 6 is a partially omitted perspective view. 1... Base material, 2... Upper reinforcing bar, 3... Lower reinforcing bar, 4... Wavy reinforcement reinforcing bar, 5... Truss, 6...
...Bent hanging rebar.
補正 平２．１０．１
実用新案登録請求の範囲を次のように補正する
。Amendment 2.10.1 The scope of claims for utility model registration is amended as follows.
【実用新案登録請求の範囲】
１ １本の上部鉄筋と２本の下部鉄筋とを三角状
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成して、前記トラスをベース材の
上面に所定間隔で並列配置し、前記ベース材に固
着してなるデツキプレート。
２ １本の上部鉄筋と２本の下部鉄筋とを三角状
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成し、前記トラスをベース材の上
面に所定間隔で並列配置し、前記補強鉄筋の下側
屈曲部を下部鉄筋から所定の長さ突出させ、該突
出部を前記ベース材面と溶着してなるデツキプレ
ート。
３ １本の上部鉄筋と２本の下部鉄筋とを三角状
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成して、前記トラスに吊鉄筋を所
定間隔で配設して、該吊鉄筋の他端を前記ベース
材に固着してなるデツキプレート。
４ 波状補強鉄筋の突出部はベース材面に平行し
て折り曲げた請求項２記載のデツキプレート。[Claims for Utility Model Registration] 1. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower parts of the wavy reinforcement reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, A deck plate formed by forming trusses with triangular side surfaces, arranging the trusses in parallel at predetermined intervals on the upper surface of a base material, and fixing them to the base material. 2. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower portions of the wave-shaped reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, to form a side triangular truss. , a deck plate in which the trusses are arranged in parallel at predetermined intervals on the upper surface of the base material, the lower bent part of the reinforcing reinforcing bar protrudes from the lower reinforcing bar by a predetermined length, and the protruding part is welded to the surface of the base material. . 3. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower parts of the wave-shaped reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, to form a side triangular truss. and a deck plate in which hanging reinforcing bars are arranged on the truss at predetermined intervals, and the other ends of the hanging reinforcing bars are fixed to the base material. 4. The deck plate according to claim 2, wherein the protruding portions of the corrugated reinforcing bars are bent parallel to the surface of the base material.
Claims (1)
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成して、前記ベース材に固着して
なるデツキプレート。 ２ １本の上部鉄筋と２本の下部鉄筋とを三角状
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成し、前記トラスをベース材の上
面に所定間隔で並列配置し、前記補強鉄筋の下側
屈曲部を下部鉄筋から所定の長さ突出させ、該突
出部を前記ベース材面と溶着してなるデツキプレ
ート。 ３ １本の上部鉄筋と２本の下部鉄筋とを三角状
に配置し、前記上部鉄筋と前記夫々の下部鉄筋と
に波状補強鉄筋の上下を夫々溶着して、側面三角
状のトラスを形成して、前記トラスに吊鉄筋を所
定間隔で配設して、該吊鉄筋の他端を前記ベース
材に固着してなるデツキプレート。 ４ 波状補強鉄筋の突出部はベース材面に平行し
て折り曲げた請求項２記載のデツキプレート。[Claims for Utility Model Registration] 1. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower parts of the wavy reinforcement reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, A deck plate formed by forming a truss with triangular sides and fixed to the base material. 2. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower portions of the wave-shaped reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, to form a side triangular truss. , a deck plate in which the trusses are arranged in parallel at predetermined intervals on the upper surface of the base material, the lower bent part of the reinforcing reinforcing bar protrudes from the lower reinforcing bar by a predetermined length, and the protruding part is welded to the surface of the base material. . 3. One upper reinforcing bar and two lower reinforcing bars are arranged in a triangular shape, and the upper and lower parts of the wave-shaped reinforcing bars are welded to the upper reinforcing bar and each of the lower reinforcing bars, respectively, to form a side triangular truss. and a deck plate in which hanging reinforcing bars are arranged on the truss at predetermined intervals, and the other ends of the hanging reinforcing bars are fixed to the base material. 4. The deck plate according to claim 2, wherein the protruding portions of the corrugated reinforcing bars are bent parallel to the surface of the base material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11109389U JPH0350110U (en) | 1989-09-22 | 1989-09-22 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11109389U JPH0350110U (en) | 1989-09-22 | 1989-09-22 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0350110U true JPH0350110U (en) | 1991-05-16 |
Family
ID=31659590
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11109389U Pending JPH0350110U (en) | 1989-09-22 | 1989-09-22 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0350110U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018172933A (en) * | 2017-03-31 | 2018-11-08 | 日鐵住金建材株式会社 | hardware |
| JP2021121719A (en) * | 2020-01-31 | 2021-08-26 | 株式会社クギン | Reinforcing bar truss and deck panel |
| JP2022026964A (en) * | 2020-07-31 | 2022-02-10 | 株式会社熊谷組 | Mold form of concrete slab |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS594741A (en) * | 1982-06-28 | 1984-01-11 | タカムラ建設株式会社 | Mold frame structure for concrete |
-
1989
- 1989-09-22 JP JP11109389U patent/JPH0350110U/ja active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS594741A (en) * | 1982-06-28 | 1984-01-11 | タカムラ建設株式会社 | Mold frame structure for concrete |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018172933A (en) * | 2017-03-31 | 2018-11-08 | 日鐵住金建材株式会社 | hardware |
| JP2021121719A (en) * | 2020-01-31 | 2021-08-26 | 株式会社クギン | Reinforcing bar truss and deck panel |
| JP2022026964A (en) * | 2020-07-31 | 2022-02-10 | 株式会社熊谷組 | Mold form of concrete slab |
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