GB636174A - A process for manufacturing pre-stressed reinforced concrete members - Google Patents
A process for manufacturing pre-stressed reinforced concrete membersInfo
- Publication number
- GB636174A GB636174A GB3632/46A GB363246A GB636174A GB 636174 A GB636174 A GB 636174A GB 3632/46 A GB3632/46 A GB 3632/46A GB 363246 A GB363246 A GB 363246A GB 636174 A GB636174 A GB 636174A
- Authority
- GB
- United Kingdom
- Prior art keywords
- concrete
- elements
- inforcements
- main
- anchored
- 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
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
- E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
- E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
- E01B3/34—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement with pre-tensioned armouring or reinforcement
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/12—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed to form prestressed circumferential reinforcements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
636,174. Pre-stressed reinforced concrete. FREYSSINET, E. Feb. 5, 1946, No. 3632. Convention date, May 15, 1945. [Class 20 (iv)] In a pre-stressed re-inforced concrete member, before the main body of the concrete is cast, the main re-inforcements are stretched and anchored in members which are pre-compressed by pre-tensioned transverse auxiliary re-inforcements. The main reinforcements may be anchored in transversely prestressed concrete masses or, as shown in Figs. 2, 4, 6, between pre-formed elements which form the ends of sleepers made simultaneously in a line on a long work bench. Twelve tensioned main wire re-inforcements 1-3, 1<SP>1</SP>-3<SP>1</SP> and 11-13 (other three not shown) are placed between hardened concrete press heads 4, 41 connected by auxiliary loop wire re-inforcements 5 which also pass through intermediate additionally re-inforced concrete elements 6, 61. The main reinforcements are anchored by driving concrete wedges 7, 71, 711 between the elements 4 and 6 &c. The wedges at the ends of adjacent sleepers may be driven in simultaneously (Fig. 6) inserted rubber or steel parts 8 then being removed to enable the reinforcements to be cut between the sleepers. Concrete is then cast in the spaces 35 (Fig. 2) between the elements 4, 6 &c. after which the main portion of the sleeper is cast around the anchored re-inforcements. Fig. 5 shows alternative wedging means comprising a wedge 14 driven between counter wedges 15, 16, friction being reduced by greased metal surfaces 31. The elements 4, 6, 7 &c. have wire-receiving grooves (Fig. 2) slightly smaller than the wires and coated with varnishes containing abrasives to improve the anchoring. Also, hardened and knurled metal channels may be placed between the wires and the concrete elements. Specification 453,555 is referred to. The Specification as open to inspection under Sect. 91 describes also wedges 7 made of steel, cast iron or glass. Specifications 338,864, [Class 20 (iv)], and 364,621, [Group V], also are referred to. This subject-matter does not appear in the Specification as accepted.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR636174X | 1945-05-15 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB636174A true GB636174A (en) | 1950-04-26 |
Family
ID=8994774
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3632/46A Expired GB636174A (en) | 1945-05-15 | 1946-02-05 | A process for manufacturing pre-stressed reinforced concrete members |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB636174A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2318273A1 (en) * | 1975-07-17 | 1977-02-11 | Freyssinet Int Stup | CONCRETE ELEMENT PRE-STRESSED BY TENSIONED REINFORCEMENTS BEFORE CONCRETING, ESPECIALLY RAILWAY CROSSES |
-
1946
- 1946-02-05 GB GB3632/46A patent/GB636174A/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2318273A1 (en) * | 1975-07-17 | 1977-02-11 | Freyssinet Int Stup | CONCRETE ELEMENT PRE-STRESSED BY TENSIONED REINFORCEMENTS BEFORE CONCRETING, ESPECIALLY RAILWAY CROSSES |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
GB636174A (en) | A process for manufacturing pre-stressed reinforced concrete members | |
GB1136375A (en) | End anchorage for prestressing steel strands for use in prestressed concrete structures | |
ES449857A1 (en) | Concrete unit prestressed using tendons stressed before concreting, more particularly a railway sleeper | |
GB602153A (en) | Improvements in and relating to reinforced concrete constructions | |
GB783624A (en) | Improvements relating to concrete piles | |
GB556570A (en) | Improvements in and relating to flat slabs or slabs spanning in two directions with precast elements in pre-stressed concrete | |
CH612717A5 (en) | Clamping anchoring arrangement for prestressing members, in particular for prestressed concrete | |
GB707144A (en) | Improvements in or relating to the construction of pre-stressed concrete | |
GB580716A (en) | Improvements in or relating to kerb-stones | |
GB1331994A (en) | Tensioning devices | |
GB676201A (en) | Improvements relating to constructional piles | |
GB629872A (en) | Railway sleepers and other articles made of pre-stressed reinforced concrete, and a method of and apparatus for manufacturing such parts | |
GB264817A (en) | Improvements in hollow floors formed of reinforced concrete beams | |
GB1277489A (en) | Improvements in or relating to prestressed structures | |
GB693287A (en) | Improvements in or relating to reinforced concrete elements | |
GB745120A (en) | Improvements in structural members for buildings and the like | |
GB1004133A (en) | Improved jacking frame for prestressed concrete | |
GB870564A (en) | Bridge and method of building the same | |
GB662011A (en) | Method of manufacture of beams and floors | |
GB746617A (en) | Improvements in pre-stressed concrete construction | |
GB730702A (en) | Improvements in or relating to the anchoring of stressing wires for pre-stressed concrete | |
GB554865A (en) | Improvements in and relating to blocks or units for use in building construction | |
DE829743C (en) | Reinforced concrete railway sleeper | |
GB706587A (en) | Improvements in and relating to railroad ties or sleepers | |
GB1006679A (en) | Prestressed concrete anchoring device |