GB600542A - Improvements in and relating to forms for use as shuttering in constructional work in concrete - Google Patents

Improvements in and relating to forms for use as shuttering in constructional work in concrete

Info

Publication number
GB600542A
GB600542A GB801846A GB801846A GB600542A GB 600542 A GB600542 A GB 600542A GB 801846 A GB801846 A GB 801846A GB 801846 A GB801846 A GB 801846A GB 600542 A GB600542 A GB 600542A
Authority
GB
United Kingdom
Prior art keywords
shuttering
edge
forms
sheet
stiffeners
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
GB801846A
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.)
HERBERT CHARLES HUISH
Original Assignee
HERBERT CHARLES HUISH
Filing date
Publication date
Application filed by HERBERT CHARLES HUISH filed Critical HERBERT CHARLES HUISH
Publication of GB600542A publication Critical patent/GB600542A/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

600,542. Casting concrete constructions in situ. HUISH, H. C. March 14, 1946, No. 8018. [Class 20(ii)] A form for shuttering, for constructional work in concrete, comprises a four-sided metal sheet 1 with metal edge stiffeners 2, 3, 4, 5, one pair of edge stiffeners 2 and 3 . being of channel section with the channels facing outwards and the other pair of stiffeners 4, 5 being provided with projecting parts on their outer sides adapted to nest within channels similar to the elements 2 and 3. One of the pairs of stiffeners e.g. 2, 3 extends a short distance outwards beyond the edges of the sheet and the other pair is correspondingly set back therefrom, the sheet edges abutting to form a continuous surface when the shuttering forms are engaged edge to edge. In the preferred arrangement, Fig. 4, the edge stiffeners 4, 5 are of channel section, the projecting parts being formed by deformation of the bottom of the channel, as at 9. The projecting parts may also be separate spaced lugs fixed to the bottom of the channel. The inter-engaged forms may be connected e.g. by bolting, but the preferred means is the clamp described in Specification 600,544, [Group XXIII]. The forms may be arranged to produce shuttering with right-angled corners, disposed and clamped as in Specification 600,544. The forms may also be connected at any angle by the use of an auxiliary hinge piece which comprises members 40 and 41 of bent sheet steel having staggered slots 42 which inter-engage, a pin 43 being passed through to form a hinged joint. The member 40 is secured to a shuttering form through a steel bar 45 welded therein and bent to nest in the edge stiffener 2, Fig. 12; the member 41 is likewise secured through a flat steel bar 44 which fits under the projection 9 of the edge stiffener 4. The auxiliary hinge pieces may also be used for filling spaces too small for a standard shuttering form. Cross-bracing elements 12 of angle or channel iron may be incorporated and these and the elements. 2, 3, 4 and 5 have bolt holes 13 near their ends for the connection of auxiliary shuttering parts. Bolt holes 14 are also formed in the sheet 1, which may be closed, to provide a flush surface, by filling pieces consisting of discs 15 each having a pair of bent cross strips 16 whose ends project to form radial lugs 17 for engagement beneath tongues 18 bent up from the periphery of a disc 19 welded to the back of the sheet, the cross strips 16 forming handles for rotating the discs into engagement. The shuttering forms may be assembled otherwise than with all junctions aligned, e.g. with vertical joints aligned, the horizontal joints may be staggered to produce shuttering starting from other than a flat base.
GB801846A 1946-03-14 Improvements in and relating to forms for use as shuttering in constructional work in concrete Expired GB600542A (en)

Publications (1)

Publication Number Publication Date
GB600542A true GB600542A (en) 1948-04-12

Family

ID=1629182

Family Applications (1)

Application Number Title Priority Date Filing Date
GB801846A Expired GB600542A (en) 1946-03-14 Improvements in and relating to forms for use as shuttering in constructional work in concrete

Country Status (1)

Country Link
GB (1) GB600542A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1269326B (en) * 1958-10-03 1968-05-30 Amoul Alonzo Jones Slab formwork

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1269326B (en) * 1958-10-03 1968-05-30 Amoul Alonzo Jones Slab formwork

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