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GB1016263A - Formwork for casting concrete floors - Google Patents

Formwork for casting concrete floors

Info

Publication number
GB1016263A
GB1016263A GB4540262A GB4540262A GB1016263A GB 1016263 A GB1016263 A GB 1016263A GB 4540262 A GB4540262 A GB 4540262A GB 4540262 A GB4540262 A GB 4540262A GB 1016263 A GB1016263 A GB 1016263A
Authority
GB
United Kingdom
Prior art keywords
beams
rails
secured
brackets
section
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
GB4540262A
Inventor
George Francis Bowden
Byron Ruth
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.)
Symons Manufacturing Co
Original Assignee
Symons Manufacturing Co
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 Symons Manufacturing Co filed Critical Symons Manufacturing Co
Priority to GB4540262A priority Critical patent/GB1016263A/en
Publication of GB1016263A publication Critical patent/GB1016263A/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
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/486Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
    • 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
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

1,016,263. Shuttering for casting floors; shores. SYMONS Mfg. CO. Nov. 30, 1962, No. 45402/62. Headings E1E and E1S. Shuttering for casting floors comprises panels 16 supported flush with the upper surface of beams 14 by vertically movable angle iron rails 24 on the beams which are supported on brackets 30 on the top of vertically adjustable shores 12. The rails 24 are mounted on the beams by curved slots 246, Fig. 19, so that theymay be lowered to release the panel 16 and leave the concrete supported by the beams. The brackets 30 support the beams by channels 122, Fig. 8, on which they are secured by studs 35 the beams being of I-section the webs of which are engaged between angles 134. The top section 56, Fig. 4, of each shore 12 is vertically adjustable by means of a screw 84 screwing in a nut 86 on top of the next lower section 54, and to adjust is turned by holes 108 or the square end 110 of the screw 84. The shore is composed of several sections spigoted together and is filled with reinforcing material 102. The rails 24 are secured in position by pins and lowered by a lever, Fig. 15 (not shown) engaging a hole 262, Fig. 19, in the beam and an abutment 264 on the rail. The beams may be longitudinally adjustable by means of end sections 224 of I-section which are slidable between two channels 216 back to back which make up the middle section and which are secured together by a short I-beam 204. The parts are clamped in adjusted position by bolts 234 engaging slots 230 in the end sections. Brackets 250 mounted by means of angle slots 254 support the panels 16 on the end sections. The ends of the panels 16 normally rest on the rails 24 but the sides may rest on these rails and the ends on wooden members 42, Figs. 1, 36, supported by brackets 300 on the lower flanges of the beams, one edge of a flange engaging in slots 310 and being secured by locking plates 320 engaging the other edge of the beam, the locking plate being secured by a nail through holes 332, 330. Adjustable members 42 are described in Figs. 43-45 (not shown).
GB4540262A 1962-11-30 1962-11-30 Formwork for casting concrete floors Expired GB1016263A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB4540262A GB1016263A (en) 1962-11-30 1962-11-30 Formwork for casting concrete floors

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB4540262A GB1016263A (en) 1962-11-30 1962-11-30 Formwork for casting concrete floors

Publications (1)

Publication Number Publication Date
GB1016263A true GB1016263A (en) 1966-01-05

Family

ID=10437085

Family Applications (1)

Application Number Title Priority Date Filing Date
GB4540262A Expired GB1016263A (en) 1962-11-30 1962-11-30 Formwork for casting concrete floors

Country Status (1)

Country Link
GB (1) GB1016263A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2475099A1 (en) * 1980-02-06 1981-08-07 Peri Werk Schwoerer Kg Artur MODULAR FORMWORK WITH FALLING HEADS FOR CONCRETE FLOORS
CN100552170C (en) * 2008-04-29 2009-10-21 上海交通大学 Elevation-adjustable super-flat floor partition seam protection formwork system
CN105064659A (en) * 2015-07-07 2015-11-18 中国轻工建设工程有限公司 High position stereo shelf warehouse super-flat terrace construction technology

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2475099A1 (en) * 1980-02-06 1981-08-07 Peri Werk Schwoerer Kg Artur MODULAR FORMWORK WITH FALLING HEADS FOR CONCRETE FLOORS
CN100552170C (en) * 2008-04-29 2009-10-21 上海交通大学 Elevation-adjustable super-flat floor partition seam protection formwork system
CN105064659A (en) * 2015-07-07 2015-11-18 中国轻工建设工程有限公司 High position stereo shelf warehouse super-flat terrace construction technology

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