GB341166A - An improved method of constructing the floors of buildings - Google Patents

An improved method of constructing the floors of buildings

Info

Publication number
GB341166A
GB341166A GB3380029A GB3380029A GB341166A GB 341166 A GB341166 A GB 341166A GB 3380029 A GB3380029 A GB 3380029A GB 3380029 A GB3380029 A GB 3380029A GB 341166 A GB341166 A GB 341166A
Authority
GB
United Kingdom
Prior art keywords
centring
plank
joist
strips
sheets
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
GB3380029A
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.)
JOHN OWEN CAVENAGH RICHARDSON
Original Assignee
JOHN OWEN CAVENAGH RICHARDSON
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 JOHN OWEN CAVENAGH RICHARDSON filed Critical JOHN OWEN CAVENAGH RICHARDSON
Priority to GB3380029A priority Critical patent/GB341166A/en
Publication of GB341166A publication Critical patent/GB341166A/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
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Building Environments (AREA)

Abstract

341,166. Centring for concrete floors and ceilings. RICHARDSON, J. O. C., Abbey House, Victoria Street, London. Nov. 6, 1929, No. 33800. [Class 20 (ii).] A centring for concrete or like flooring, of the kind carried by beams entirely encased by the concrete or the like and wherein boards or plates suspended from the beams are spaced therefrom by spacer blocks, comprises arched sheets spanning the space between adjacent beams and supported by the boards, the edges of the sheets being located by abutments formed on the boards or plates. As shown, an H-section joist 2 has suspended from the lower flange thereof a number of L-shaped bolts 7 arranged in pairs. The bolts 7 pass through holes in a plank 8 which is spaced from the joist 2 by a number of spacer blocks 10, and is secured in position by nuts 9. The planks 8 carry strips 11 which support the edges of plain or corrugated arched centring sheets 3, preferably of sheet metal, which bridge the space between adjacent joists. Nails 13 are driven into the strips 11 and the protruding heads thereof provide abutments for the edges of the sheets 3. Concrete 4, reinforced by steel rods 5, is poured on the centering to the desired height and when it has set the plank 8, strips 11 and the centring 3 are removed. The protruding heads of the bolts 7 may be used for supporting temporary ceilings or machinery or they may be sawn off. The spaced blocks 10 are preferably of the same material as the floor and form a fireproof covering for the joists when these are of wood. A further reinforcement may be provided by winding steel wire around the joist in a spiral manner from end to end. In a modification, a number of short lengths of steel wire are passed over the joist at spaced intervals and are employed to support the plank 8. In a further modification, the strips 11 are dispensed with and the centring 3 abuts against nailsd riven through the plank 8. The plank 8 may be strengthened in each case by T-iron secured to the lower surface thereof.
GB3380029A 1929-11-06 1929-11-06 An improved method of constructing the floors of buildings Expired GB341166A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB3380029A GB341166A (en) 1929-11-06 1929-11-06 An improved method of constructing the floors of buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB3380029A GB341166A (en) 1929-11-06 1929-11-06 An improved method of constructing the floors of buildings

Publications (1)

Publication Number Publication Date
GB341166A true GB341166A (en) 1931-01-15

Family

ID=10357590

Family Applications (1)

Application Number Title Priority Date Filing Date
GB3380029A Expired GB341166A (en) 1929-11-06 1929-11-06 An improved method of constructing the floors of buildings

Country Status (1)

Country Link
GB (1) GB341166A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3098941A (en) * 1960-10-27 1963-07-23 Gen Electric Dynamoelectric machine winding with edge-standing fluid-cooled conductors
ES2216668A1 (en) * 2002-02-21 2004-10-16 Promociones Sierra De Guillena, S.L. Wrought sheet arching device for building, has structural rib arranged in inner side of arcuate plate, and slabs provided with single piece and welded with multiple safety stitch units
CN102493585A (en) * 2011-12-31 2012-06-13 安徽水利开发股份有限公司 Lightweight steel construction roof
CN113622572A (en) * 2021-08-19 2021-11-09 广东省第四建筑工程有限公司 Hollow floor slab filling box fixing construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3098941A (en) * 1960-10-27 1963-07-23 Gen Electric Dynamoelectric machine winding with edge-standing fluid-cooled conductors
ES2216668A1 (en) * 2002-02-21 2004-10-16 Promociones Sierra De Guillena, S.L. Wrought sheet arching device for building, has structural rib arranged in inner side of arcuate plate, and slabs provided with single piece and welded with multiple safety stitch units
CN102493585A (en) * 2011-12-31 2012-06-13 安徽水利开发股份有限公司 Lightweight steel construction roof
CN113622572A (en) * 2021-08-19 2021-11-09 广东省第四建筑工程有限公司 Hollow floor slab filling box fixing construction method
CN113622572B (en) * 2021-08-19 2022-08-05 广东省第四建筑工程有限公司 Fixing construction method for hollow floor slab filling box

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