GB680294A - Improvements in and relating to reinforced concrete arched structures - Google Patents

Improvements in and relating to reinforced concrete arched structures

Info

Publication number
GB680294A
GB680294A GB2946249A GB2946249A GB680294A GB 680294 A GB680294 A GB 680294A GB 2946249 A GB2946249 A GB 2946249A GB 2946249 A GB2946249 A GB 2946249A GB 680294 A GB680294 A GB 680294A
Authority
GB
United Kingdom
Prior art keywords
gantry
arch
supported
arched
girders
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
GB2946249A
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
Priority to GB2946249A priority Critical patent/GB680294A/en
Publication of GB680294A publication Critical patent/GB680294A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B1/3205Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3217Auxiliary supporting devices used during erection of the arched structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32Arched structures; Vaulted structures; Folded structures
    • E04B2001/3258Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel
    • E04B2001/3264Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel hardened in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

680,294. Casting arched structures in situ. WALLER, J. H. DE W. Nov. 15,1950 [Nov. 17, 1949], No. 29462/49. Classes 20(ii) and 20(iv) An arched structure, the curve spanwise of which, as shown in Fig. 1, is inverted catenary and the cross section at right angles to the span as partly shown in Fig. 4 is a catenarian wave form, is cast in situ by applying concrete to permanent flexible shuttering 10 supported on arch reinforcement which is supported on a temporary gantry A from which it is severed when the concrete is set. In one method the gantry which is mounted on wheels at 3 comprises three arched girders A joined by transverse girders 2, each girder being at the crest of a wave of the arch cross-section. Reinforcement rods 5 for the trough of the waves are bent to catenarian form and suspended from hooks 9 on the gantries by means of intermediate tubes 8 and joined by reinforcing rods 6 for the wave crest. Reinforcing rods 7 are laid over and at right angles to these rods and follow the curve of the arch. When the concrete, which may be applied by a gun has set, the ends 5b of the trough rods 5 are severed and the gantry is moved on tracks 4b to cast the next section. The sections may be continuous or connected by expansion joints or arched roof lighting. The shuttering may be expanded metal, hessian or scrim. The arched structure may have end walls with doors or the springing on one side of the arch may be supported on a lintel supported by buttresses providing a wide entry along the side of the structure. The lintel may be of arch form and in one construction a number of arched lintels are supported on common buttresses and the outer ends of the end lintels are supported on longitudinally arranged buttresses. Each girder of the gantry A is formed of a number of segments joined end to end and the gantry is erected by assembling the first two segments of the three girders at the foot of the gantry with the corresponding transverse girders 2, raising the outer end by jacks or cranes and adding further segments and raising until the arch is complete. A travelling cradle shaped to the trough form is slung between the girders for the workmen and moved up as the work proceeds. Specification 545,334 is referred to.
GB2946249A 1949-11-17 1949-11-17 Improvements in and relating to reinforced concrete arched structures Expired GB680294A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB2946249A GB680294A (en) 1949-11-17 1949-11-17 Improvements in and relating to reinforced concrete arched structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB2946249A GB680294A (en) 1949-11-17 1949-11-17 Improvements in and relating to reinforced concrete arched structures

Publications (1)

Publication Number Publication Date
GB680294A true GB680294A (en) 1952-10-01

Family

ID=10291932

Family Applications (1)

Application Number Title Priority Date Filing Date
GB2946249A Expired GB680294A (en) 1949-11-17 1949-11-17 Improvements in and relating to reinforced concrete arched structures

Country Status (1)

Country Link
GB (1) GB680294A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992018730A1 (en) * 1991-04-10 1992-10-29 Dowty Hoybond Limited Arched structure
WO1996001930A1 (en) * 1994-07-11 1996-01-25 Weatherhaven Resources Ltd. Self-supporting collapsible covered frame structure
US10392828B2 (en) 2016-01-26 2019-08-27 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US10794080B2 (en) 2016-01-26 2020-10-06 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11746555B2 (en) 2016-01-26 2023-09-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992018730A1 (en) * 1991-04-10 1992-10-29 Dowty Hoybond Limited Arched structure
WO1996001930A1 (en) * 1994-07-11 1996-01-25 Weatherhaven Resources Ltd. Self-supporting collapsible covered frame structure
US10392828B2 (en) 2016-01-26 2019-08-27 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US10794080B2 (en) 2016-01-26 2020-10-06 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11377868B2 (en) 2016-01-26 2022-07-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system
US11746555B2 (en) 2016-01-26 2023-09-05 Weatherhaven Global Resources Ltd. Rapidly deployable modular shelter system

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