US1585430A - Manufacture or production of hollow concrete floors, beams, and slabs - Google Patents

Manufacture or production of hollow concrete floors, beams, and slabs Download PDF

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US1585430A
US1585430A US53020A US5302025A US1585430A US 1585430 A US1585430 A US 1585430A US 53020 A US53020 A US 53020A US 5302025 A US5302025 A US 5302025A US 1585430 A US1585430 A US 1585430A
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cores
concrete
beams
slabs
manufacture
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US53020A
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Smith Horace Frank
Tuckwell Charles Herbert
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    • 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
    • E04B5/326Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements

Definitions

  • This invention relates to improvements in the manufacture or production of hollow concrete floors, beams and slabs, and particu larly to improvements in the cores employed in such structures and articles of manufacture, whereby such cores may be transported in flat sheets and readily made up into rigid box-like cores for use on the building site or elsewhere as required.
  • the cores which are to be employed in the production of concrete floors, beams, slabs and the like are composed of sheets of fibrous material such as fibre-board, papier-mach, cardboard, millboard or the like of requisite dimensions according to the shape and size of the cavity or cavities to be produced in the concrete slab.
  • Such sheets are scored in parallel lines on one side of the sheet, so as to render them foldable into the required form of the core with great ease and without calling for the exercise of skilled labour.
  • Such sheets may therefore be foldable into boxlike form.
  • the cores are located upon a base of concrete, which is previously laid to a sufficient depth, and then concrete is filled around the sides of the cores thus forming webs and over the tops of the cores to the required thickness.
  • a b0x-like core is produced which may be rigidly maintained in position by means of metal hoops or stirrups, which latter may be utilized to secure the main reinforcing bars of the concrete floor, beam or slab.
  • Each sheet of fibre-board may be conveniently folded say three times to produce a core of box-like section, but'it is to be particularly understood that the invention is not limited to the form of this section.
  • the ends of the box-like core may also be closed by auxiliary folded flaps, and these will stiffen the core.
  • Fig. 1 is a cross section of a portion of a hollow concrete floor constructed according to this invention.
  • Fig. 2 is a longitudinal section on the line AB of Fig. 1, and
  • Fig. 3 is a transverse section of a hollow beam or slab.
  • 1 is the concrete forming the shell of the floor, beam or slab
  • 2 is the core of fibre-board, papierunach, cardboard, millboard or the like around which the concrete is cast.
  • the core sheets are scored or creased in predetermined positions indicated at 3, to enable them to be readily and accurately foldable into box-like form from flat sheets.
  • Metal hoops or stirrups a maintain the cores rigidly in box-like form, and such hoops or stirrups have loops at the lower corners provided to locate the main reinforcing bars 5 of the floor, beam or slab.
  • each sheet is folded upon the scored or indented lines 3 to an angle of about 90 (see Fig. 1), and wire hoops or stirrups 4 placed around the folded sheet to hold the scored sheet rigidly in its folded box-like formation.
  • Vhen reinforcing bars 5 are used in the concrete structure, the hoops or stirrups t may also encircle the bars 5 by loops at the corners to secure them in position.
  • the ends of the box-like core may be closed by folding inwards the ends of the sheet 2 as indicated at 2 in Fig, 2, by which means additional stiffening of the core is obtained.
  • a rigid core may be produced at the building site from sheets of fibrous material sent out flat for facility and economy of transport.
  • the cores are located upon a base of concrete, which is previously laid to a sufficient depth, and then concrete is filled around the sides of the cores thus forming vertical webs and over the tops of the cores to the required t-h'ckness, thus producing a hollow concrete floor, beam or slab of required section.
  • a concrete floor, beam, or slab comprising in combination cores of folded fibrous material scored within the folds, a concrete layer located below the cores concrete webs at the sides of the cores, a concrete layer above the cores, metal hoops around the cores, formed with loops at the lower corners thereof and metal reinforcing bars having their ends upturned and located in the loops.

Description

May 18 1926. 1 585,430
H. F. SMITH ET AL MANUFACTURE OR PRODUCTION OF HOLLOW CONCRETE FLOORS, BEAMS, AND SLABS Filed August 28 1925 ll/III/IIII II IJIIIIIIIIIIIIIIIIIIIIII Patented May 18, 1926.
UNITEQ S'E'Alfitii meant earner assist.
HORACE FRANK SMITH, OF LONDON, AND CHARLES HERBERT TUCKWELL, OF RICI-I- I MOND, ENGLAND.
MANUFACTURE OR PRODUCTION OF HOLLOW CONCRETE FLOORS, BEAMS, AND SLABS.
Application filed August 28, 19535. Serial No. 53,020.
This invention relates to improvements in the manufacture or production of hollow concrete floors, beams and slabs, and particu larly to improvements in the cores employed in such structures and articles of manufacture, whereby such cores may be transported in flat sheets and readily made up into rigid box-like cores for use on the building site or elsewhere as required.
It has before been proposed to construct hollow concrete floors, beams or the like, by casting concrete around cores or matrices of tile, timber or metal. These cores or matrices have been costly in themselves and bulky in transport and have required skilled labour or appliances for their formation into box-like form. It has also been proposed to strengthen such hollow concrete beams by means of metal hoops or stirrups and main reinforcing bars.
Now, according to the present invention, the cores which are to be employed in the production of concrete floors, beams, slabs and the like, are composed of sheets of fibrous material such as fibre-board, papier-mach, cardboard, millboard or the like of requisite dimensions according to the shape and size of the cavity or cavities to be produced in the concrete slab. Such sheets are scored in parallel lines on one side of the sheet, so as to render them foldable into the required form of the core with great ease and without calling for the exercise of skilled labour. Such sheets may therefore be foldable into boxlike form.
During the operation of manufacturing a hollow concrete floor, beam or slab by means of cores formed in accordance with the present invention, the cores are located upon a base of concrete, which is previously laid to a sufficient depth, and then concrete is filled around the sides of the cores thus forming webs and over the tops of the cores to the required thickness.
lWith sheets scored to facilitate folding on such lines, by turning the said sheet inwards at each scoring line to an angle of about 90, a b0x-like core is produced which may be rigidly maintained in position by means of metal hoops or stirrups, which latter may be utilized to secure the main reinforcing bars of the concrete floor, beam or slab.
Each sheet of fibre-board may be conveniently folded say three times to produce a core of box-like section, but'it is to be particularly understood that the invention is not limited to the form of this section. The ends of the box-like core may also be closed by auxiliary folded flaps, and these will stiffen the core.
The invention will be further described with reference to the accompanying drawings, in which,
Fig. 1 is a cross section of a portion of a hollow concrete floor constructed according to this invention.
Fig. 2 is a longitudinal section on the line AB of Fig. 1, and
Fig. 3 is a transverse section of a hollow beam or slab.
Referring to the drawings, 1 is the concrete forming the shell of the floor, beam or slab, and 2 is the core of fibre-board, papierunach, cardboard, millboard or the like around which the concrete is cast.
The core sheets are scored or creased in predetermined positions indicated at 3, to enable them to be readily and accurately foldable into box-like form from flat sheets.
Metal hoops or stirrups a maintain the cores rigidly in box-like form, and such hoops or stirrups have loops at the lower corners provided to locate the main reinforcing bars 5 of the floor, beam or slab.
To form the scored sheets 2 into box-like cores, each sheet is folded upon the scored or indented lines 3 to an angle of about 90 (see Fig. 1), and wire hoops or stirrups 4 placed around the folded sheet to hold the scored sheet rigidly in its folded box-like formation. Vhen reinforcing bars 5 are used in the concrete structure, the hoops or stirrups t may also encircle the bars 5 by loops at the corners to secure them in position. The ends of the box-like core may be closed by folding inwards the ends of the sheet 2 as indicated at 2 in Fig, 2, by which means additional stiffening of the core is obtained.
In this way a rigid core may be produced at the building site from sheets of fibrous material sent out flat for facility and economy of transport.
During the operation of manufacturing a hollow concrete floor, beam or slab by 1 means of cores formed in accordance with the present invention, the cores are located upon a base of concrete, which is previously laid to a sufficient depth, and then concrete is filled around the sides of the cores thus forming vertical webs and over the tops of the cores to the required t-h'ckness, thus producing a hollow concrete floor, beam or slab of required section.
What we claim as our invention and dcsire to secure by Letters Patent is 1. A concrete floor, beam, or slab, com prising in combination cores of folded fibrous material scored within the folds, a concrete layer located below the cores, conc1 ete webs at the sides of the cores, :1 concrete layer above the cores, metal hoops around the cores, and formed with loops at the lower corners thereof and metal rein- 15 forcing bars located in the loops.
2. A concrete floor, beam, or slab, comprising in combination cores of folded fibrous material scored within the folds, a concrete layer located below the cores concrete webs at the sides of the cores, a concrete layer above the cores, metal hoops around the cores, formed with loops at the lower corners thereof and metal reinforcing bars having their ends upturned and located in the loops.
In witness whereof we have hereunto set our hands.
HORACE F. SMiTl-l. CHARLES HERBERT TUCKWELL.
US53020A 1925-08-28 1925-08-28 Manufacture or production of hollow concrete floors, beams, and slabs Expired - Lifetime US1585430A (en)

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Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2630615A (en) * 1949-10-21 1953-03-10 Philip N Youtz Method of molding reinforced hollow concrete walls
US2735154A (en) * 1956-02-21 Pipe joint mold
US3026652A (en) * 1953-01-03 1962-03-27 Casius Corp Ltd Reinforced light-weight concrete slabs
DE1269323B (en) * 1962-04-21 1968-05-30 Baustahlgewebe Gmbh Filling bodies made of plastic for producing cavities in plate-shaped concrete components
US4393636A (en) * 1980-09-24 1983-07-19 Rockstead Raymond H Box beam reinforced concrete structure
US4685267A (en) * 1983-08-01 1987-08-11 Deslauriers, Inc. Box void
US6216403B1 (en) * 1998-02-09 2001-04-17 Vsl International Ag Method, member, and tendon for constructing an anchoring device
US20050011152A1 (en) * 2003-07-16 2005-01-20 O'grady James Francis Cavity former
US20100170183A1 (en) * 2009-01-08 2010-07-08 Tarik Ali Abulaban Reinforced load bearing structure
CN105926823A (en) * 2016-06-24 2016-09-07 浙江正合建筑网模有限公司 Cavity mesh formwork member
CN106013788A (en) * 2016-06-24 2016-10-12 浙江正合建筑网模有限公司 Manufacturing method of cavity net mold assembly
CN106049764A (en) * 2016-06-24 2016-10-26 浙江正合建筑网模有限公司 Manufacturing method of cavity net mold component

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2735154A (en) * 1956-02-21 Pipe joint mold
US2630615A (en) * 1949-10-21 1953-03-10 Philip N Youtz Method of molding reinforced hollow concrete walls
US3026652A (en) * 1953-01-03 1962-03-27 Casius Corp Ltd Reinforced light-weight concrete slabs
DE1269323B (en) * 1962-04-21 1968-05-30 Baustahlgewebe Gmbh Filling bodies made of plastic for producing cavities in plate-shaped concrete components
US4393636A (en) * 1980-09-24 1983-07-19 Rockstead Raymond H Box beam reinforced concrete structure
US4685267A (en) * 1983-08-01 1987-08-11 Deslauriers, Inc. Box void
US6216403B1 (en) * 1998-02-09 2001-04-17 Vsl International Ag Method, member, and tendon for constructing an anchoring device
US20050011152A1 (en) * 2003-07-16 2005-01-20 O'grady James Francis Cavity former
US20100170183A1 (en) * 2009-01-08 2010-07-08 Tarik Ali Abulaban Reinforced load bearing structure
CN105926823A (en) * 2016-06-24 2016-09-07 浙江正合建筑网模有限公司 Cavity mesh formwork member
CN106013788A (en) * 2016-06-24 2016-10-12 浙江正合建筑网模有限公司 Manufacturing method of cavity net mold assembly
CN106049764A (en) * 2016-06-24 2016-10-26 浙江正合建筑网模有限公司 Manufacturing method of cavity net mold component

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