GB181713A - Method of constructing reinforced concrete arches, without using moulding, arched falseworks or scaffoldings - Google Patents
Method of constructing reinforced concrete arches, without using moulding, arched falseworks or scaffoldingsInfo
- Publication number
- GB181713A GB181713A GB16504/22A GB1650422A GB181713A GB 181713 A GB181713 A GB 181713A GB 16504/22 A GB16504/22 A GB 16504/22A GB 1650422 A GB1650422 A GB 1650422A GB 181713 A GB181713 A GB 181713A
- Authority
- GB
- United Kingdom
- Prior art keywords
- sections
- concrete
- arches
- arched
- built
- 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
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
Abstract
181,713. Gouyaud, G. M., (Assignee of Dalens, L. C.). June 14, 1921, [Convention date]. Arches.-Concrete arched bridges are formed without centering or shuttering by supporting metal tubular sections 1 by temporary ties 17, then filling the sections in succession with concrete through openings 6 in each, and finally encasing the metal tubes with hooped concrete. An aerial ropeway 16 is used in placing the sections, and the bridge platform T is carried by posts 8 also formed of concreted tubular sections. The sections are flanged at the ends and are bolted together with lead washers between, and after final adjustment to the desired arc, the sections are welded together and then filled with concrete. Porous concrete cylinders 20 are placed in the sections, and water may be pumped therein to ensure setting of the concrete, or excess of moisture may be allowed to exude through the walls. Each rib may be built up of two or more tubes joined by cross bracing, and there may be several ribs to each bridge. Bowstring, cantilever, and other bridges may be built in this manner, and the arches may be fixed or hinged.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR181713X | 1921-06-14 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB181713A true GB181713A (en) | 1923-09-14 |
Family
ID=8878230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB16504/22A Expired GB181713A (en) | 1921-06-14 | 1922-06-14 | Method of constructing reinforced concrete arches, without using moulding, arched falseworks or scaffoldings |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB181713A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3621611A1 (en) * | 1986-06-27 | 1988-01-14 | Schlaich Joerg | Arched bridge and method for the construction thereof |
| WO2010024663A1 (en) * | 2008-08-26 | 2010-03-04 | Ots B.V. | Transport system |
| WO2010092562A1 (en) * | 2009-02-09 | 2010-08-19 | Bahat Ben Ibrahim S | Erection method by simple tower instrument devices of building upper bridge construction |
| CN102425121A (en) * | 2011-09-02 | 2012-04-25 | 大连理工大学 | Arch frame capable of adapting to various arch ring shape parameters |
| CN114960476A (en) * | 2022-06-16 | 2022-08-30 | 浙江交工高等级公路养护有限公司 | Steel pipe concrete arch bridge reinforcing structure and construction method thereof |
-
1922
- 1922-06-14 GB GB16504/22A patent/GB181713A/en not_active Expired
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3621611A1 (en) * | 1986-06-27 | 1988-01-14 | Schlaich Joerg | Arched bridge and method for the construction thereof |
| WO2010024663A1 (en) * | 2008-08-26 | 2010-03-04 | Ots B.V. | Transport system |
| NL1035873C (en) * | 2008-08-26 | 2010-03-11 | Ots B V | TRANSPORT SYSTEM WITH A TRACK HANGED AT A DISTANCE ABOVE A GROUND AND A NUMBER OF TRANSPORT UNIT MOVABLE. |
| WO2010092562A1 (en) * | 2009-02-09 | 2010-08-19 | Bahat Ben Ibrahim S | Erection method by simple tower instrument devices of building upper bridge construction |
| CN102425121A (en) * | 2011-09-02 | 2012-04-25 | 大连理工大学 | Arch frame capable of adapting to various arch ring shape parameters |
| CN102425121B (en) * | 2011-09-02 | 2014-06-25 | 大连理工大学 | Arch frame capable of adapting to various arch ring shape parameters |
| CN114960476A (en) * | 2022-06-16 | 2022-08-30 | 浙江交工高等级公路养护有限公司 | Steel pipe concrete arch bridge reinforcing structure and construction method thereof |
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