GB692354A - Improvements in or relating to centrifugally spun concrete products - Google Patents

Improvements in or relating to centrifugally spun concrete products

Info

Publication number
GB692354A
GB692354A GB173450A GB173450A GB692354A GB 692354 A GB692354 A GB 692354A GB 173450 A GB173450 A GB 173450A GB 173450 A GB173450 A GB 173450A GB 692354 A GB692354 A GB 692354A
Authority
GB
United Kingdom
Prior art keywords
plate
mould
spigot
wires
base plate
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
Application number
GB173450A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DONALD PEARSON WOODHOUSE
FREDERICK BENJAMIN CORNELIUS
JOHN GERALD WEARMOUTH
STANTON IRONWORKS CO Ltd
THOMAS SIDNEY LEE
WILLIAM MARCUS SUDBURY
Original Assignee
DONALD PEARSON WOODHOUSE
FREDERICK BENJAMIN CORNELIUS
JOHN GERALD WEARMOUTH
STANTON IRONWORKS CO Ltd
THOMAS SIDNEY LEE
WILLIAM MARCUS SUDBURY
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by DONALD PEARSON WOODHOUSE, FREDERICK BENJAMIN CORNELIUS, JOHN GERALD WEARMOUTH, STANTON IRONWORKS CO Ltd, THOMAS SIDNEY LEE, WILLIAM MARCUS SUDBURY filed Critical DONALD PEARSON WOODHOUSE
Priority to GB173450A priority Critical patent/GB692354A/en
Publication of GB692354A publication Critical patent/GB692354A/en
Expired legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements 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
    • B28B23/04Arrangements 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
    • B28B23/06Arrangements 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 for the production of elongated articles
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements 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
    • B28B23/04Arrangements 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
    • B28B23/10Arrangements 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 the shaping being effected by centrifugal or rotational moulding

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

692,354. Reinforced concrete. STANTON IRONWORKS CO., Ltd., CORNELIUS, F. B., WEARMOUTH, J. G., WILLIAMSON, F. L., SUDBURY, W: M., LEE, T. S., and WOODHOUSE, D. P. Jan. 16, 1951 [Jan. 23, 1950], No. 1734/50. Class 20(iv) [Also in Group I] The wire reinforcement embodied in centrifugally spun concrete products such as poles or lighting standards is formed in loops, tension being applied to both legs of the loops which lie parallel to and on opposite sides of the spinning axis in a plane containing the axis. Wire loops 12 are held between spigot end plate and base plate assemblies 5, 7, fixed to opposite ends of mould halves a, a<SP>1</SP>, the wire being looped over rollers 3 on a head 2 having a guide member 4 fitting in plate 5 and adapted to be spaced from the plate by means of threaded studs 6 which pass through apertures in the guide member. In assembly, plate 5 with the wires looped over the rollers is loosely bolted to mould half a<SP>1</SP>, the base plate 7 is fixed to the other end and one end of each wire secured by a wedge c to a block 10 spaced by a compression spring 11 from another block 9 fitting on a screw-threaded boss 8 on plate 7. After mould half a is bolted on, the wires are each tensioned by a hydraulic jack, the loose ends of the wires being secured in jaws d and legs f of the jack positioned round the blocks 9, 10; movement of a piston e draws the jaws from the plate, a wedge is inserted, the piston retracted, the jaws being then released. A final tension is obtained by screwing the spigot end plate away from the mould, the compression of spring 11 at the base plate end being measured by a scale 13. After the mould has been filled and spun and the concrete has set, the wires are cut at the base plate end, the plates removed and the product taken from the mould. Recesses formed by bosses 8 are filled in to protect the wire ends. A modified base plate assembly comprises flanged sleeves incorporating a wedge and surrounded by a ring nut which is screwed therealong against the plate after the sleeve has been pulled out by a jack. In another embodiment the spigot plate is attached to a fixed buttress by an internally threaded flange plate, and .a buttress at the other end carries the jacks and a wire gripping plate beyond the base plate. After the wires have been tensioned and the spigot and base plates bolted to the mould the wires are secured by wedges to the base plate beyond which they are severed, the spigot plate being detached from its buttress and the mould transferred to the spinning machine. A further construction provides a mandrel on which the reinforcement, assembly is mounted; one end of the mandrel abuts the spigot plate and the other engages a rod constituting the ram of a hydraulic jack. After initial tensioning a mould is built up round the assembly the tension transferred to the mould and the mandrelextracted after which a fixed tension is applied by adjustment of nuts on the spigot plate studs, or full tensioning may be obtained in a single operation.
GB173450A 1950-01-23 1950-01-23 Improvements in or relating to centrifugally spun concrete products Expired GB692354A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB173450A GB692354A (en) 1950-01-23 1950-01-23 Improvements in or relating to centrifugally spun concrete products

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB173450A GB692354A (en) 1950-01-23 1950-01-23 Improvements in or relating to centrifugally spun concrete products

Publications (1)

Publication Number Publication Date
GB692354A true GB692354A (en) 1953-06-03

Family

ID=9727065

Family Applications (1)

Application Number Title Priority Date Filing Date
GB173450A Expired GB692354A (en) 1950-01-23 1950-01-23 Improvements in or relating to centrifugally spun concrete products

Country Status (1)

Country Link
GB (1) GB692354A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2820606A (en) * 1952-10-15 1958-01-21 Valenzuela Ricardo Barredo De Tensioning system
US2949655A (en) * 1957-02-11 1960-08-23 Jose A Berumen Method and apparatus for making prestressed spun concrete articles
US3046631A (en) * 1957-12-11 1962-07-31 Lock Joint Pipe Co Apparatus and method for making prestressed concrete tubular members
US3184219A (en) * 1963-06-11 1965-05-18 James S Simms Tensioning units
CN108608569A (en) * 2018-05-31 2018-10-02 成都银线电杆有限公司 A kind of prestressing force tension tool
CN110561614A (en) * 2019-10-10 2019-12-13 北京好运达智创科技有限公司 steel bar prestress tensioning and releasing device
US10753111B2 (en) 2016-05-12 2020-08-25 Velocitel, Inc. Rod de-tensioning device
CN112326941A (en) * 2020-10-28 2021-02-05 大连交通大学 Strain testing device based on concrete extreme environment

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2820606A (en) * 1952-10-15 1958-01-21 Valenzuela Ricardo Barredo De Tensioning system
US2949655A (en) * 1957-02-11 1960-08-23 Jose A Berumen Method and apparatus for making prestressed spun concrete articles
US3046631A (en) * 1957-12-11 1962-07-31 Lock Joint Pipe Co Apparatus and method for making prestressed concrete tubular members
US3184219A (en) * 1963-06-11 1965-05-18 James S Simms Tensioning units
US10753111B2 (en) 2016-05-12 2020-08-25 Velocitel, Inc. Rod de-tensioning device
US11319715B2 (en) 2016-05-12 2022-05-03 Fdh Infrastructure Services, Llc Method of de-tensioning a rod
CN108608569A (en) * 2018-05-31 2018-10-02 成都银线电杆有限公司 A kind of prestressing force tension tool
CN110561614A (en) * 2019-10-10 2019-12-13 北京好运达智创科技有限公司 steel bar prestress tensioning and releasing device
CN112326941A (en) * 2020-10-28 2021-02-05 大连交通大学 Strain testing device based on concrete extreme environment
CN112326941B (en) * 2020-10-28 2023-03-21 大连交通大学 Strain testing device based on concrete extreme environment

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