JPH03111611U - - Google Patents
Info
- Publication number
- JPH03111611U JPH03111611U JP1913590U JP1913590U JPH03111611U JP H03111611 U JPH03111611 U JP H03111611U JP 1913590 U JP1913590 U JP 1913590U JP 1913590 U JP1913590 U JP 1913590U JP H03111611 U JPH03111611 U JP H03111611U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- steel
- reinforcing bars
- slab bridge
- framed
- 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 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
第１図は本考案の鉄骨コンクリート床版橋の横
断面図、第２図は、第１図Ａ−Ａ線における断面
図である。
１……Ｔ形鋼、１ａ……ウエブ、１ｂ……上部
フランジ、２……鋼板、３……配力鉄筋、４……
コンクリート。
FIG. 1 is a cross-sectional view of the steel-framed concrete slab bridge of the present invention, and FIG. 2 is a cross-sectional view taken along the line A-A in FIG. 1. 1...T-shaped steel, 1a...web, 1b...upper flange, 2...steel plate, 3...distribution reinforcing bar, 4...
concrete.
Claims (1)
要等間隔に並列配置し、この各Ｔ形鋼のウエブの
下端面間にわたつて鋼板を溶接し、かつ各Ｔ形鋼
と直交して配置した配力鉄筋を、Ｔ形鋼の上部フ
ランジ上面に溶接し、前記鋼板を共通の型枠とし
てコンクリートを打設して成る鉄骨コンクリート
床版橋。 (2) 前記配力鉄筋を、異形鉄筋として請求項第
１に記載の鉄骨コンクリート床版橋。 (3) 前記コンクリートを、膨張コンクリートと
した請求項第１および第２に記載の鉄骨コンクリ
ート床版橋。[Scope of Claim for Utility Model Registration] (1) T-sections assembled by welding are arranged in parallel at required regular intervals, and a steel plate is welded between the lower end surfaces of the webs of each T-section; A steel-framed concrete deck slab bridge in which distribution reinforcing bars placed orthogonally to each T-beam are welded to the upper surface of the upper flange of the T-beam, and concrete is poured using the steel plate as a common formwork. (2) The steel-framed concrete slab bridge according to claim 1, wherein the distribution reinforcing bars are deformed reinforcing bars. (3) The steel-framed concrete slab bridge according to claims 1 and 2, wherein the concrete is expanded concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1913590U JPH03111611U (en) | 1990-02-27 | 1990-02-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1913590U JPH03111611U (en) | 1990-02-27 | 1990-02-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03111611U true JPH03111611U (en) | 1991-11-15 |
Family
ID=31522272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1913590U Pending JPH03111611U (en) | 1990-02-27 | 1990-02-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03111611U (en) |
-
1990
- 1990-02-27 JP JP1913590U patent/JPH03111611U/ja active Pending
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