GB403158A - Improvements in or relating to the construction of concrete arches for bridges - Google Patents
Improvements in or relating to the construction of concrete arches for bridgesInfo
- Publication number
- GB403158A GB403158A GB1995532A GB1995532A GB403158A GB 403158 A GB403158 A GB 403158A GB 1995532 A GB1995532 A GB 1995532A GB 1995532 A GB1995532 A GB 1995532A GB 403158 A GB403158 A GB 403158A
- Authority
- GB
- United Kingdom
- Prior art keywords
- bars
- diagonals
- joints
- concrete
- bridges
- 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.)
- Expired
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D4/00—Arch-type bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
403,158. Concrete bridges. BAUER, B., 51, Mariahilferstrasse, Vienna. July 14, 1932, No. 19955. [Class 20 (i).] Concrete arches for bridges are cast in situ by the use of a light metal framework insufficient in itself to carry the dead weight of the finished bridge but serving, when strengthened by the first section of concrete cast, as a support on which the remainder of the bridge may be built without the aid of temporary supports. The steel framework is built up of flanged sheetsteel bars a placed edge uppermost and joined grid fashion, the joints being connected longitudinally by connector section-bars l apertured to receive reinforcing bars n, and by diagonals m. The lower longitudinal connectors support the shell or form o which may be of corrugated sheets. In a modification, Fig. 2, the steel framework is of double-grid formation connected by joint bars d, the joints being connected by channel bars g, and the shell k is adjustably supported by nuts ion bolts h. The joints may be connected lengthwise of the bridge by diagonals e instead of by longitudinals, or longitudinals composed of double angle-irons f may be used in conjunction with the diagonals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1995532A GB403158A (en) | 1932-07-14 | 1932-07-14 | Improvements in or relating to the construction of concrete arches for bridges |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1995532A GB403158A (en) | 1932-07-14 | 1932-07-14 | Improvements in or relating to the construction of concrete arches for bridges |
Publications (1)
Publication Number | Publication Date |
---|---|
GB403158A true GB403158A (en) | 1933-12-21 |
Family
ID=10137909
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB1995532A Expired GB403158A (en) | 1932-07-14 | 1932-07-14 | Improvements in or relating to the construction of concrete arches for bridges |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB403158A (en) |
-
1932
- 1932-07-14 GB GB1995532A patent/GB403158A/en not_active Expired
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