GB552917A - An improved form for arch concrete constructions - Google Patents

An improved form for arch concrete constructions

Info

Publication number
GB552917A
GB552917A GB16079/40A GB1607940A GB552917A GB 552917 A GB552917 A GB 552917A GB 16079/40 A GB16079/40 A GB 16079/40A GB 1607940 A GB1607940 A GB 1607940A GB 552917 A GB552917 A GB 552917A
Authority
GB
United Kingdom
Prior art keywords
rods
rollers
core
plates
expanding
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
GB16079/40A
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of GB552917A publication Critical patent/GB552917A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/28Cores; Mandrels
    • B28B7/30Cores; Mandrels adjustable, collapsible, or expanding

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Civil Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)

Abstract

552,917. Expanding cores. PORTER, W. A. Nov. 4, 1940, No. 16079. Convention date, Aug. 12. [A Specification was laid open to inspection under Sect. 91 of the Acts, May 1, 1941.] [Class 20 (ii)] An expanding core for use in constructing arches, conduits, and the like in situ, comprises a deformable rigid support and a band of flexible material attached at its ends to rollers and adapted to be wrapped around the support and to assume the shape thereof. In one form rods 27 with shaped longitudinally disposed end members 29 are adapted to slide in apertures between guide plates 23, two series of these plates being used spaced apart lengthwise of the core and joined together by the tubes 53. The rods at their inner ends are adapted to abut on the surfaces 33 of sleeves which are connected together by a tube 50, the front sleeve having a screwed aperture to coact with a central screwed shaft 49 supported in end plates 44 which are attached to the guide plates 23 and which with these plates form the framework of the core. Each sleeve 33 is provided with cylindrical portions 34, 35, 36 of different diameters connected together by inclined portions 37, 38 and are provided with inclined slots 40, 41 at their lower portion. The sleeves are prevented from rotation by sector plates 23a attached to the guide plates. A flexible band of rubberized cloth 30 passes from ratchet rollers 31 around the outsides of the members 29, the rollers being disposed in a recess of the supporting frame which also contains adjustable rollers 20 by which the frame is supported during movement from one casting position to another. The action. is as follows:-the core is positioned, the rollers loosened and the flexible band drawn therefrom around the expandible framework and the cores 33 actuated to expand the rods 27 on to the surfaces 35 thereof. The two outer expanding rods pass continuously up the inclined slot 41 so that the lower edges of the flexible cover are positioned on to the insert and raised off the rollers after the rollers have been locked before the other expanding rods are actuated to finish the tightening of the band. Should another diameter be required, the cores are actuated until the surface 36 comes beneath the ends of the expanding rods, or the rods may be replaced by longer or shorter ones. In a modification, the rods are replaced by pistons 61 guided in cylinders 64 attached to longitudinally-spaced spider frames 68 and the sleeves are expanded and contracted by means of connecting rods 73 connected eccentrically to a rotatable disc 75 on a central shaft 60; the pistons carry at their outer ends shaped longitudinal members 71 which in their expanded position form a square with relieved corners and a flexible band 80 stretches over the core and has its ends attached to rollers 81. The lower piston carries a wheel frame on which the core can be supported during the moulding and on which it is moved to different positions.
GB16079/40A 1940-08-12 1940-11-04 An improved form for arch concrete constructions Expired GB552917A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AU552917X 1940-08-12

Publications (1)

Publication Number Publication Date
GB552917A true GB552917A (en) 1943-04-30

Family

ID=3741081

Family Applications (1)

Application Number Title Priority Date Filing Date
GB16079/40A Expired GB552917A (en) 1940-08-12 1940-11-04 An improved form for arch concrete constructions

Country Status (1)

Country Link
GB (1) GB552917A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3476351A (en) * 1967-07-03 1969-11-04 Harold D Burdett Expandable form for hollow-core concrete construction
WO2005075792A1 (en) * 2004-02-04 2005-08-18 Andrew Michael Finean Apparatus for supporting injected wet concrete during the formation of a concrete tunnel
CN110593908A (en) * 2019-10-11 2019-12-20 江苏开放大学(江苏城市职业学院) Die carrier structure for tunnel construction

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3476351A (en) * 1967-07-03 1969-11-04 Harold D Burdett Expandable form for hollow-core concrete construction
WO2005075792A1 (en) * 2004-02-04 2005-08-18 Andrew Michael Finean Apparatus for supporting injected wet concrete during the formation of a concrete tunnel
CN110593908A (en) * 2019-10-11 2019-12-20 江苏开放大学(江苏城市职业学院) Die carrier structure for tunnel construction
CN110593908B (en) * 2019-10-11 2020-12-22 江苏开放大学(江苏城市职业学院) Die carrier structure for tunnel construction

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