GB996179A - A method of constructing high viaducts made of ferro-concrete, more particularly pre-stressed concrete - Google Patents
A method of constructing high viaducts made of ferro-concrete, more particularly pre-stressed concreteInfo
- Publication number
- GB996179A GB996179A GB2828161A GB2828161A GB996179A GB 996179 A GB996179 A GB 996179A GB 2828161 A GB2828161 A GB 2828161A GB 2828161 A GB2828161 A GB 2828161A GB 996179 A GB996179 A GB 996179A
- Authority
- GB
- United Kingdom
- Prior art keywords
- section
- slabs
- pier
- concrete
- pistons
- 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
- E01D21/10—Cantilevered erection
- E01D21/105—Balanced cantilevered erection
-
- 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
- E01D21/06—Methods or apparatus specially adapted for erecting or assembling bridges by translational movement of the bridge or bridge sections
-
- 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
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/28—Concrete reinforced prestressed
-
- 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
- E01D2101/28—Concrete reinforced prestressed
- E01D2101/285—Composite prestressed concrete-metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
996,179. Bridges. A. MANTSCHEFF. Aug. 3, 1961 [Aug. 5, 1960], No. 28281/61. Heading E1G. A method of constructing high bridges of ferro-concrete comprises constructing the superstructure in sections near the ground, each section being associated with a pier, then raising the sections individually to their final positions by lifting devices and connecting the sections together, the gaps between them being closed by e.g. concreting. As shown, each section 11 is built above the foundation 12 of a pier 13 and pistons 16, 18 suspended from the undersurface of the section are supported on concrete or other slabs 19 piled on the foundation 12. The pistons are actuated to raise the section 11 and other slabs 20 are inserted below the section. The pistons are retracted and the section is then lowered on to the slabs. Further slabs are inserted below the pistons and the lifting process is repeated until the section 11 is at the desired height. The slabs 19 and 20 may be formed with reinforcements which are connected to reinforcements inserted in the pier 13. The slabs are concreted in as the pier is formed. As shown at 11b a section may be built at right angles to its final position and then rotated through 90 degrees. The sections are connected together by reinforcing elements (not shown) and the gaps 24 filled in by e.g. concreting. Further reinforcements may be drawn through the length of the bridge and prestressed. In an alternative method in which the piers are built before the superstructure, each superstructure section is built around a pier, the resulting aperture in the section being concreted in after the section has been lifted to its final position. The lifting method differs from that described above in that the slabs 19, 20 are stacked on the ground and are dismantled when the section is in its final position.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DEP25479A DE1183929B (en) | 1960-08-05 | 1960-08-05 | Method for producing high valley bridges from reinforced concrete, especially prestressed concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB996179A true GB996179A (en) | 1965-06-23 |
Family
ID=7370099
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB2828161A Expired GB996179A (en) | 1960-08-05 | 1961-08-03 | A method of constructing high viaducts made of ferro-concrete, more particularly pre-stressed concrete |
Country Status (3)
| Country | Link |
|---|---|
| CH (1) | CH393398A (en) |
| DE (1) | DE1183929B (en) |
| GB (1) | GB996179A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3740782A (en) * | 1971-12-23 | 1973-06-26 | Sverdrup & Parcel Ass Inc | Method and apparatus for servicing counterbalanced lifting device |
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
| CN107119579A (en) * | 2017-06-13 | 2017-09-01 | 中铁武汉勘察设计研究院有限公司 | A kind of Frame Pier swivel bridges and its design and construction method for taking into account traffic above-ground |
| CN109338898A (en) * | 2018-11-30 | 2019-02-15 | 中铁十九局集团第七工程有限公司 | A kind of unit construction bridge beam construction method |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2735379C2 (en) * | 1977-08-05 | 1986-03-20 | Ed. Züblin AG, 7000 Stuttgart | Process for the production of prestressed concrete bridges |
| CN109826102B (en) * | 2019-03-14 | 2020-09-29 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Accurate alignment construction process for steel box girder installation and consolidation pier construction |
| CN111827091B (en) * | 2020-06-29 | 2024-09-24 | 中国国家铁路集团有限公司 | Prefabricated assembled hollow pier connected through prestress and construction method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE821953C (en) * | 1948-10-02 | 1951-11-22 | Dyckerhoff & Widmann Ag | Procedure for inserting bridges |
| DE1043372B (en) * | 1955-07-16 | 1958-11-13 | Holzmann Philipp Ag | Method for the construction of reinforced concrete bridges in sections using cantilever |
-
1960
- 1960-08-05 DE DEP25479A patent/DE1183929B/en active Pending
-
1961
- 1961-07-28 CH CH888161A patent/CH393398A/en unknown
- 1961-08-03 GB GB2828161A patent/GB996179A/en not_active Expired
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3740782A (en) * | 1971-12-23 | 1973-06-26 | Sverdrup & Parcel Ass Inc | Method and apparatus for servicing counterbalanced lifting device |
| CN105625581A (en) * | 2014-10-28 | 2016-06-01 | 五冶集团上海有限公司 | Bearer for gliding reticulated shell |
| CN107119579A (en) * | 2017-06-13 | 2017-09-01 | 中铁武汉勘察设计研究院有限公司 | A kind of Frame Pier swivel bridges and its design and construction method for taking into account traffic above-ground |
| CN109338898A (en) * | 2018-11-30 | 2019-02-15 | 中铁十九局集团第七工程有限公司 | A kind of unit construction bridge beam construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CH393398A (en) | 1965-06-15 |
| DE1183929B (en) | 1964-12-23 |
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