JPH0350108U - - Google Patents
Info
- Publication number
- JPH0350108U JPH0350108U JP11051889U JP11051889U JPH0350108U JP H0350108 U JPH0350108 U JP H0350108U JP 11051889 U JP11051889 U JP 11051889U JP 11051889 U JP11051889 U JP 11051889U JP H0350108 U JPH0350108 U JP H0350108U
- Authority
- JP
- Japan
- Prior art keywords
- steel bar
- concrete slab
- reinforcement
- processing
- mesh
- 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 11
- 239000010959 steel Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims 2
- 238000009415 formwork Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
第１図はこの考案にかかるメツシユ山形状棒鋼
の単位巾数枚を現場組み立て実施した配筋斜視図
、第２図はメツシユ山形状棒鋼単位巾当り１枚の
斜視図、第３図はメツシユ山形状棒鋼の単位巾数
枚を現場組み立てした平面図、第４図はメツシユ
山形状棒鋼単位巾当り１枚の断面図。
１，２……タテ方向の主筋棒鋼、３……ヨコ方
向の山形状棒鋼、タテ方向の主筋棒鋼に溶接で連
結されている第３図では……部分、４−５，５−
６，６−７，７−８，８−９，９−１０……主筋
棒鋼の単位巾、第２図の１１，１１……主筋棒鋼
の単位長さ、１２……コンクリートのき裂防止筋
、１３……梁の棒鋼、１４……梁のあばら筋（ス
ターラツプ）、１５……梁のコンクリート外形、
１６……コンクリートスラブ下端、１７……柱の
コンクリート外形、１８……コンクリートスラブ
上端。
Figure 1 is a perspective view of the bar arrangement in which several pieces of mesh thread-shaped steel bars of unit width were assembled on site, Figure 2 is a perspective view of one mesh thread-shaped steel bar per unit width, and Figure 3 is a mesh thread bar arrangement. Fig. 4 is a plan view of several square-shaped steel bars assembled on site, and Fig. 4 is a cross-sectional view of one mesh-shaped steel bar per unit width. 1, 2...main reinforcing bar in the vertical direction, 3...angular shaped steel bar in the horizontal direction, connected by welding to the main reinforcing bar in the vertical direction......parts in Figure 3, 4-5, 5-
6, 6-7, 7-8, 8-9, 9-10... Unit width of main steel bar, 11, 11 in Figure 2... Unit length of main steel bar, 12... Crack prevention bar for concrete , 13... Steel bar of the beam, 14... Stirrup of the beam, 15... Concrete external shape of the beam,
16... Lower end of concrete slab, 17... Concrete external shape of column, 18... Upper end of concrete slab.
Claims (1)
棒鋼の上にあらかじめ網状に溶接された棒鋼を一
定巾単位で山形に加工立体化し所定の位置に置く
だけで現場での加工組み立ての作業を行わず設計
通りのスラブ配筋ができることを特徴とするコン
クリートスラブ棒鋼のメツシユ山形加工による配
筋。 The steel bar is pre-welded in a net shape on top of the concrete slab formwork and on the top end steel bar of the beam, and is then processed into a three-dimensional shape in fixed width units and placed in a predetermined position.No on-site processing or assembly is required. Reinforcement arrangement by mesh chevron processing of concrete slab steel bars, which is characterized by the ability to arrange slab reinforcement on the street.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11051889U JPH0350108U (en) | 1989-09-21 | 1989-09-21 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11051889U JPH0350108U (en) | 1989-09-21 | 1989-09-21 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0350108U true JPH0350108U (en) | 1991-05-16 |
Family
ID=31659046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11051889U Pending JPH0350108U (en) | 1989-09-21 | 1989-09-21 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0350108U (en) |
-
1989
- 1989-09-21 JP JP11051889U patent/JPH0350108U/ja active Pending
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