GB578814A - Improvements in reinforced concrete construction in bridges, floors and the like - Google Patents
Improvements in reinforced concrete construction in bridges, floors and the likeInfo
- Publication number
- GB578814A GB578814A GB464544A GB464544A GB578814A GB 578814 A GB578814 A GB 578814A GB 464544 A GB464544 A GB 464544A GB 464544 A GB464544 A GB 464544A GB 578814 A GB578814 A GB 578814A
- Authority
- GB
- United Kingdom
- Prior art keywords
- units
- cast
- concrete
- situ
- stressed
- 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
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/26—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members prestressed
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/02—Bridges characterised by the cross-section of their bearing spanning structure of the I-girder type
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
-
- 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
Abstract
578,814. Casting concrete bridges, floors &c. in situ. KONYI, K. HAJNAL-. March 13, 1944, No. 4645. [Classes 20 (ii) and 20 (iv)] Reinforced concrete structures, e.g., bridges, or floors, comprise one or more precast, pre-stressed units constituting at least part of the permanent shuttering for the casting in situ of the concrete to complete the structure, the precast, pre-stressed unit or units being capable of supporting the in situ part and incidental loads occurring during erection without being propped. The pre-cast, pre-stressed units are preferably of the shape in section of a flat bottom steel rail, but may be of inverted T, I, L or U-shape &c. A monolithic slab may be formed by juxtaposed pre-cast, pre-stressed units 1, Fig. 1, having holes 5 in the webs for the passage of transverse reinforcement 4, in situ concrete 2 then being cast between the units either flush with the tops thereof, or to a level above the tops of the units. Additional reinforcement 3 may be utilised for the in situ concrete. The in situ concrete need be cast only to a height sufficient to enclose the transverse reinforcement 4, shuttering then being applied to the tops of the units to cover the spaces between them, after which further concrete is cast above the units and shuttering. The pre-cast, pre-stressed units 1, Fig. 4, may be spaced to support hollow slabs 8 above which the in situ concrete 2 is cast, the transverse reinforcement 4 being located above the units. The pre-cast, pre-stressed units may be in the form of hollow beams, with or without projecting flanges and hollow slabs may be located to occupy part of the space between the units. A narrow structure, e.g., a footbridge may be composed of a trough-shaped pre-cast, prestressed unit 1, filled with concrete 2, cast in situ. Specifications 338,864, 338,934, [both in Class 20 (iv)], 541,835, and 554,693 are referred to.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB464544A GB578814A (en) | 1944-03-13 | 1944-03-13 | Improvements in reinforced concrete construction in bridges, floors and the like |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB464544A GB578814A (en) | 1944-03-13 | 1944-03-13 | Improvements in reinforced concrete construction in bridges, floors and the like |
Publications (1)
Publication Number | Publication Date |
---|---|
GB578814A true GB578814A (en) | 1946-07-12 |
Family
ID=9781104
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB464544A Expired GB578814A (en) | 1944-03-13 | 1944-03-13 | Improvements in reinforced concrete construction in bridges, floors and the like |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB578814A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1264480B (en) * | 1964-10-07 | 1968-03-28 | Philipp Schreck Dipl Ing | Bridge structure with an in-situ concrete deck slab arranged on precast beams and prestressed in the transverse direction |
FR2812310A1 (en) * | 2000-07-25 | 2002-02-01 | Composants Precontraints | Prefabricated bridge stringer comprises concrete beam with principal section and laterally projecting flange defining lateral reserve and pre-stressed element maintaining compression in beam below neutral fiber |
FR2843978A1 (en) * | 2002-08-28 | 2004-03-05 | Conseil Service Investissement | Method for making concrete girder for road crossing comprises placing prefabricated concrete beams side by side on support legs to delimit reserves into which concrete is poured leaving part of reserve empty to form conduit |
FR3002960A1 (en) * | 2013-03-11 | 2014-09-12 | Ligerienne Beton | LENGTH ASSEMBLY WITH SLIDING REINFORCEMENT |
CN106149538A (en) * | 2015-03-24 | 2016-11-23 | 郑州大学 | A kind of slab bridge |
CN110727982A (en) * | 2019-09-26 | 2020-01-24 | 交通运输部公路科学研究所 | Method for matching endurance life of new and old concrete structures of reconstructed and expanded bridges |
CN114603701A (en) * | 2022-04-13 | 2022-06-10 | 武汉市华江幸福装配式建筑有限公司 | Production and processing method of green prestressed laminated slab |
-
1944
- 1944-03-13 GB GB464544A patent/GB578814A/en not_active Expired
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1264480B (en) * | 1964-10-07 | 1968-03-28 | Philipp Schreck Dipl Ing | Bridge structure with an in-situ concrete deck slab arranged on precast beams and prestressed in the transverse direction |
FR2812310A1 (en) * | 2000-07-25 | 2002-02-01 | Composants Precontraints | Prefabricated bridge stringer comprises concrete beam with principal section and laterally projecting flange defining lateral reserve and pre-stressed element maintaining compression in beam below neutral fiber |
FR2843978A1 (en) * | 2002-08-28 | 2004-03-05 | Conseil Service Investissement | Method for making concrete girder for road crossing comprises placing prefabricated concrete beams side by side on support legs to delimit reserves into which concrete is poured leaving part of reserve empty to form conduit |
FR3002960A1 (en) * | 2013-03-11 | 2014-09-12 | Ligerienne Beton | LENGTH ASSEMBLY WITH SLIDING REINFORCEMENT |
CN106149538A (en) * | 2015-03-24 | 2016-11-23 | 郑州大学 | A kind of slab bridge |
CN110727982A (en) * | 2019-09-26 | 2020-01-24 | 交通运输部公路科学研究所 | Method for matching endurance life of new and old concrete structures of reconstructed and expanded bridges |
CN114603701A (en) * | 2022-04-13 | 2022-06-10 | 武汉市华江幸福装配式建筑有限公司 | Production and processing method of green prestressed laminated slab |
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