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US3026652A - Reinforced light-weight concrete slabs - Google Patents

Reinforced light-weight concrete slabs Download PDF

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US3026652A
US3026652A US386264A US38626453A US3026652A US 3026652 A US3026652 A US 3026652A US 386264 A US386264 A US 386264A US 38626453 A US38626453 A US 38626453A US 3026652 A US3026652 A US 3026652A
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slab
weight concrete
light
rods
concrete slabs
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US386264A
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Helmerson Knut Helmer
Helmerson Bengt August
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Casius Corp Ltd
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Casius Corp Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced

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  • the present invention takes advantage of this fact and has for its object to provide a reinforced light-weight concrete slab in which the reinforcement is arranged in such a way that the division of the slab is rendered possible by sawing with an ordinary wood saw in a direction which is substantially parallel with the iron rods forming the reinforcement.
  • the invention is chiefly characterized therein that the distance or joining members are constructed of a material possessing approximately the same workability as the light-weight concrete of the slab.
  • These distance or joining members which should have as small a cross-section as possible are preferably so arranged that they extend to at least one of the side edges of the slab in order to serve as carrying or supporting elements for the iron rods when casting the slab.
  • suitable materials for the said elements wood, especially plywood, also cardboard, cords or the like may be mentioned.
  • suitable materials which have the desired workability when compared to the concrete per se may be substituted such as properly chosen plastics, concretes, fibrous materials or combinations of the foregoing.
  • FIG. l of the drawing is a perspective view of one form of a slab provided with a reinforcement according to the invention.
  • FIG. 2 is a perspective view ⁇ of another form of construction
  • FIG. 3 is a perspective View of a third form of the invention.
  • FIG. 4 shows a fourth form of construction, also in perspective.
  • the invention is not limited to the forms of construction shown in the drawings, which are merely to be regarded as examples of the application of the inventive principle.
  • 1 is the light-weight concrete slab which -is reinforced by a number of parallel iron rods 2 running in the longitudinal direction.
  • the ends of these iron rods 2 are located at some distance inside the respective end surfaces of the slab to enable one or both ends of the slab to be cut obliquely, or to permit a slight adjustment of the slabs length, if necessary.
  • the iron rods 2 are held together by a number of lwooden bars 3 provided with holes through which the iron rods 2 run.
  • the wooden bars 3 extend to one side edge of the slab in order to serve as carrying or supporting elements for the iron rods when casting the slab, and to indicate the direction in which the slab may be cut. It is obvious that with this form of reinforcement, the light-weight concrete slab I can be sawed without difiiculty in ⁇ a longitudinal direction in any desired manner, as indicated by the wood saw 4.
  • the iron rods 2 are interconnected by means of cords 8 which run between the opposite side edges of the slab and are knotted around the different iron rods 2.
  • cords 8 which run between the opposite side edges of the slab and are knotted around the different iron rods 2.
  • FIG. 4 shows a further favorable form of construction with distance ⁇ and joining members 210 of wood. These ⁇ are preferably constructed in the form of plywood strips to which the reinforcing irons are secured by means of staples 11.
  • a rigid structural building slab consisting of a body of light weight concrete and a reinforcement capable of being sawn with an ordinary wood saw, said reinforcement consisting of spaced, parallel, rigid metal rods completely embedded Within the body and extending substantially the length of said body, said rigid metal rods having a shorter length than the dimension of said body in the direction of said rods, and joining members running crosswise ⁇ and at right angles to said metal rods and interconnecting therewith, said joining members being made of a material possessing at least the same ease of cutting as the light weight concrete of said body, whereby the slab may be sawn entirely through in a direction substantially parallel with said metal rods by means of an ordinary wood saw without obstruction from reinforcing parts which are diicult to sever, and said joining members having at least Itheir one end exposed on tbe surface of said light Weight concrete body.
  • a method of manufacturing a plurality of reinforced concrete slabs which comprises: connecting a plurality of metal reinforcing rods in substantially parallel relationship by means of a plurality of joining elements con strueted of ya material which possesses approximately at least the same workability as the light-weight concrete of said slabs, casting a mass of light-weight concrete about said interconnected rods and joining elements, and then cutting said cast mass in a plane between two of said rods and completely through said joining elements, said casting being done with at least one end of a joining element exposed to serve as a carrying or supporting element for the metal rods when the slab is being cast,
  • a method of manufacturing a reinforced concrete slab which comprises: connecting a plurality of metal reinforcing rods in substantially parallel relationship by means of a spacing element constructed of a material which possesses, approximately at least, the saine workability as the light-weight concrete of said slab, casting a mass of light-weight concrete about said interconnected rods and spacing element, and then cutting said cast mass in a plane between two of said rods and completely through said .spacing element, said metal reinforcing rods being made of iron and said spacing element made of material able to be readily severed, said spacing element being elongated and positioned with at least one end exposed to serve as a support when the slab is being cast and ⁇ to show the direction of severing by indicating the respective directions of the spacing element ⁇ and the rein- ⁇ forcing rods.

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Description

March 27, 1962 K. H. HELMERSON ET AL 3,026,652
REINFORCED LIGHT-WEIGHT CONCRETE sLABs Filed Oovl5, 1955 2 Sheets-Sheet 1 jaw/3.5M
March 27, 1962 K. H. HELMERSON ET AL 3,026,652
REINFORCED LIGHT-WEIGHT CONCRETE sLABs Filed om. 15, 1955 2 sheets-sheet 2 United States Patent Ofi ice 3,026,652 Patented Mar. 27, 1962 3,026,652 RElNFGRCED LlGHT-WEiGHT CNCRETE SLABS Knut Helmer Helmerson and Bengt August Helmerson,
Slielleftehamn, Sweden, assignors, by mesne assignments, to Casius Corporation Limited, Montreal, Quebec, Canada Filed (het. 1.5, 1953, Ser. No. 3S6,264 Claims priority, application Sweden Jan. 3, 1953 3 Claims. (Cl. Sil-78) One of the great advantages of light-weight concrete as -a building material resides in the possibility of sawing it. Thanks to Ithis property, slabs and blocks of lightweight concrete may be worked and divided up according to requirements by means of ordinary woodworking tools. In this way a considerable .simplification can be effected in the erection of buildings, While at the same time the building work will be less time-consuming.
In certain cases, particularly where large parts of lightweight concrete, such as Wall-slabs, are concerned, it is necessary to reinforce the light-weight concrete products, particularly with respect to the stresses to which they will be subjected during transport to the building site. This reinforcement, which usually consists of a number of separated, parallel iron rods interconnected by means of distance or joining members in such a way that a reinforcing mat or cage is produced, naturally exercises an adverse effect on the divisibility of the light-weight concrete slab and also on the wor-liability of the latter in other respects, since both the parallel iron rods and the distance or joining members which are usually also construoted of iron rods, have to be worked with a hacksaw or the like in order to cut them.
Investigations have shown, however, that it is seldom necessary to divide up the light-Weight concrete slabs in more than one direction, and as a rule they only require to be divided in the longitudinal direction on the building site when delivered in standard lengths by the manufacturer.
The present invention takes advantage of this fact and has for its object to provide a reinforced light-weight concrete slab in which the reinforcement is arranged in such a way that the division of the slab is rendered possible by sawing with an ordinary wood saw in a direction which is substantially parallel with the iron rods forming the reinforcement.
The invention is chiefly characterized therein that the distance or joining members are constructed of a material possessing approximately the same workability as the light-weight concrete of the slab. These distance or joining members which should have as small a cross-section as possible are preferably so arranged that they extend to at least one of the side edges of the slab in order to serve as carrying or supporting elements for the iron rods when casting the slab. As examples of suitable materials for the said elements, wood, especially plywood, also cardboard, cords or the like may be mentioned. Obviously, other suitable materials which have the desired workability when compared to the concrete per se may be substituted such as properly chosen plastics, concretes, fibrous materials or combinations of the foregoing.
With the foregoing and other objects in view, the invention resides in the novel arrangement and combination of parts and in the details of construction and process of manufacture hereinafter described and claimed, it being understood that changes in the precise embodiment of the invention herein described may be made within the scope of what is claimed without departing from the spirit of the invention. It will be further understood that our invention is susceptible of embodiment in many and various forms, some of which are illustrated in the accompanying drawing, and that the structural details or par-ticular steps of the method herein set forth may be varied to suit particular purposes and still remain within our inventive concept.
Some forms of construction for a reinforced lightweight concrete slab according to the invention are illustrated diagr-arnmatically in the accompanying drawings where, in all cases, the light-weight concrete slabs are partly broken away to expose the reinforcement.
FIG. l of the drawing is a perspective view of one form of a slab provided with a reinforcement according to the invention;
FIG. 2 is a perspective view` of another form of construction;
FIG. 3 is a perspective View of a third form of the invention; while FIG. 4 shows a fourth form of construction, also in perspective. However, the invention is not limited to the forms of construction shown in the drawings, which are merely to be regarded as examples of the application of the inventive principle.
In all the figures, 1 is the light-weight concrete slab which -is reinforced by a number of parallel iron rods 2 running in the longitudinal direction. The ends of these iron rods 2 are located at some distance inside the respective end surfaces of the slab to enable one or both ends of the slab to be cut obliquely, or to permit a slight adjustment of the slabs length, if necessary.
In FIG. l, the iron rods 2 are held together by a number of lwooden bars 3 provided with holes through which the iron rods 2 run. The wooden bars 3 extend to one side edge of the slab in order to serve as carrying or supporting elements for the iron rods when casting the slab, and to indicate the direction in which the slab may be cut. It is obvious that with this form of reinforcement, the light-weight concrete slab I can be sawed without difiiculty in `a longitudinal direction in any desired manner, as indicated by the wood saw 4.
In the light-weight concrete slab according to FIG. 2, Ithe wooden bars `are replaced by cardboard tubes -5 which run at right angles to the iron rods 2 and extend out to both side edges of the slab to serve as supporting elements for the iron rods 3 when casting the slab. The iron rods 2 are here rigidly connected to the cardboard tubes 5 by means of Wires or cords 6, but it is obvious that the cardboard tubes may also be provided with holes in a corresponding manner to the wooden bars 3 in FIG. l, through which the iron rods 2 may be inserted. The slab in FIG. 2 may hence also be divided in any desired manner in a longitudinal direction with the help of an ordinary wood saw, which is indicated by the saw cut '7.
In the light-weight concrete slab according to FIG. 3, the iron rods 2 are interconnected by means of cords 8 which run between the opposite side edges of the slab and are knotted around the different iron rods 2. During the casting of the light-Weight concrete slab these cords were maintained stretched and have thus assisted in localizing the iron rods 2 in the slab and it is obvious that the cords 8 will not prevent the sawing of the light-lweight concrete slab with a wood-saw or any other working thereof, in the direction indicated by the arrows 9.
Finally, FIG. 4, shows a further favorable form of construction with distance `and joining members 210 of wood. These `are preferably constructed in the form of plywood strips to which the reinforcing irons are secured by means of staples 11.
Although the supporting dist-ance or joining members of the types indicated here do not, of course, possess the same reinforcing capacity as the ordinary cross-wires in a reinforcing mat or cage, they nevertheless act to hold the slab together, and before everything else, they fulll the function of iixing the longitudinal reinforcing rods 2 while the light-weight concrete slab is being cast. Obviously, when one end of a joining member is exposed as clearly shown in FIGS. l-4, the direction of severing is indicated since the respective directions of the spacing element and the reinforcing rods are thereby known.
What we claim is:
1. A rigid structural building slab consisting of a body of light weight concrete and a reinforcement capable of being sawn with an ordinary wood saw, said reinforcement consisting of spaced, parallel, rigid metal rods completely embedded Within the body and extending substantially the length of said body, said rigid metal rods having a shorter length than the dimension of said body in the direction of said rods, and joining members running crosswise `and at right angles to said metal rods and interconnecting therewith, said joining members being made of a material possessing at least the same ease of cutting as the light weight concrete of said body, whereby the slab may be sawn entirely through in a direction substantially parallel with said metal rods by means of an ordinary wood saw without obstruction from reinforcing parts which are diicult to sever, and said joining members having at least Itheir one end exposed on tbe surface of said light Weight concrete body.
2. A method of manufacturing a plurality of reinforced concrete slabs which comprises: connecting a plurality of metal reinforcing rods in substantially parallel relationship by means of a plurality of joining elements con strueted of ya material which possesses approximately at least the same workability as the light-weight concrete of said slabs, casting a mass of light-weight concrete about said interconnected rods and joining elements, and then cutting said cast mass in a plane between two of said rods and completely through said joining elements, said casting being done with at least one end of a joining element exposed to serve as a carrying or supporting element for the metal rods when the slab is being cast,
3. A method of manufacturing a reinforced concrete slab which comprises: connecting a plurality of metal reinforcing rods in substantially parallel relationship by means of a spacing element constructed of a material which possesses, approximately at least, the saine workability as the light-weight concrete of said slab, casting a mass of light-weight concrete about said interconnected rods and spacing element, and then cutting said cast mass in a plane between two of said rods and completely through said .spacing element, said metal reinforcing rods being made of iron and said spacing element made of material able to be readily severed, said spacing element being elongated and positioned with at least one end exposed to serve as a support when the slab is being cast and `to show the direction of severing by indicating the respective directions of the spacing element `and the rein-` forcing rods.
References Cited in the tile of this patent UNITED STATES PATENTS Re. 20,275 Davis Feb. 23, 1937 799,988 Kane Sept. 19, 1905 983,209 Condie Jan. 31, 1911 1,428,623 Birdsey Sept. 12, 1922 1,504,645 Rice Aug. 12, 1924 1,570,538 Thomas Jan. 19, 1926 1,585,430 Smith et al May 18, 1926 1,761,848 Sitzman et al. June 3, 1930 2,087,218 Davis July 13, 1937 2,145,113 Fulcher Ian. 24, 1939 FOREIGN PATENTS 23,169 Finland 1949 153,597 Sweden 1949 947,875 France 1949 991,064 France 1951
US386264A 1953-01-03 1953-10-15 Reinforced light-weight concrete slabs Expired - Lifetime US3026652A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3365848A (en) * 1964-01-10 1968-01-30 Piget Maurice Sectionable panel
US3878278A (en) * 1971-10-21 1975-04-15 Charles H Miller Lightweight reinforced structural material
US4124669A (en) * 1973-05-08 1978-11-07 Urmston Charles W B Aerated concrete process
US4218415A (en) * 1975-07-21 1980-08-19 Botanik S.R.L. Manufacture of foam coated rod-like elements particularly for supporting pot-grown plants in general
US4359848A (en) * 1979-11-03 1982-11-23 Ernst Haeussler Concrete slab assembly, especially for building facades
US4394201A (en) * 1980-10-31 1983-07-19 Ernst Haeussler Concrete slab assembly, especially for building facades
US6973711B1 (en) * 2000-05-24 2005-12-13 Fonar Corporation Method for making pieces for a magnetic resonance imaging magnet
FR2909695A1 (en) * 2006-12-07 2008-06-13 Const Composites Bois Soc Par COMPOSITE STRUCTURE FOR THE PRODUCTION OF WALLS, PANELS, SLABS OR THE LIKE AND METHOD OF MAKING SUCH A COMPOSITE STRUCTURE

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US799988A (en) * 1904-11-29 1905-09-19 Frederick L Kane Partition-wall construction.
US983209A (en) * 1910-11-09 1911-01-31 Christopher C Condie Revetment-mattress.
US1428623A (en) * 1918-08-23 1922-09-12 United States Gypsum Co Load-supporting building tile
US1504645A (en) * 1924-08-12 Method for manufacturing forms of cement
US1570538A (en) * 1925-03-24 1926-01-19 Thomas James Method of making artificial stone
US1585430A (en) * 1925-08-28 1926-05-18 Smith Horace Frank Manufacture or production of hollow concrete floors, beams, and slabs
US1761848A (en) * 1928-09-28 1930-06-03 Sitzman Arthur Concrete building unit
USRE20275E (en) * 1937-02-23 Gypsum lumber
US2087218A (en) * 1935-04-15 1937-07-13 American Cyanamid & Chem Corp Building construction
US2145113A (en) * 1936-12-21 1939-01-24 Corhart Refractories Co Refractory cast block and method of producting the same
FI23169A (en) * 1945-07-28 1948-09-10 Finn Productia Ab Oy Underlagsplatta för betongbjälklag jämte sätt för dess framställning
FR991064A (en) * 1949-07-21 1951-10-01 reinforced construction elements

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1504645A (en) * 1924-08-12 Method for manufacturing forms of cement
USRE20275E (en) * 1937-02-23 Gypsum lumber
US799988A (en) * 1904-11-29 1905-09-19 Frederick L Kane Partition-wall construction.
US983209A (en) * 1910-11-09 1911-01-31 Christopher C Condie Revetment-mattress.
US1428623A (en) * 1918-08-23 1922-09-12 United States Gypsum Co Load-supporting building tile
US1570538A (en) * 1925-03-24 1926-01-19 Thomas James Method of making artificial stone
US1585430A (en) * 1925-08-28 1926-05-18 Smith Horace Frank Manufacture or production of hollow concrete floors, beams, and slabs
US1761848A (en) * 1928-09-28 1930-06-03 Sitzman Arthur Concrete building unit
US2087218A (en) * 1935-04-15 1937-07-13 American Cyanamid & Chem Corp Building construction
US2145113A (en) * 1936-12-21 1939-01-24 Corhart Refractories Co Refractory cast block and method of producting the same
FI23169A (en) * 1945-07-28 1948-09-10 Finn Productia Ab Oy Underlagsplatta för betongbjälklag jämte sätt för dess framställning
FR991064A (en) * 1949-07-21 1951-10-01 reinforced construction elements

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3365848A (en) * 1964-01-10 1968-01-30 Piget Maurice Sectionable panel
US3878278A (en) * 1971-10-21 1975-04-15 Charles H Miller Lightweight reinforced structural material
US4124669A (en) * 1973-05-08 1978-11-07 Urmston Charles W B Aerated concrete process
US4218415A (en) * 1975-07-21 1980-08-19 Botanik S.R.L. Manufacture of foam coated rod-like elements particularly for supporting pot-grown plants in general
US4359848A (en) * 1979-11-03 1982-11-23 Ernst Haeussler Concrete slab assembly, especially for building facades
US4394201A (en) * 1980-10-31 1983-07-19 Ernst Haeussler Concrete slab assembly, especially for building facades
US6973711B1 (en) * 2000-05-24 2005-12-13 Fonar Corporation Method for making pieces for a magnetic resonance imaging magnet
US7193494B1 (en) 2000-05-24 2007-03-20 Fonar Corporation Shim pieces for a magnetic resonance imaging magnet
FR2909695A1 (en) * 2006-12-07 2008-06-13 Const Composites Bois Soc Par COMPOSITE STRUCTURE FOR THE PRODUCTION OF WALLS, PANELS, SLABS OR THE LIKE AND METHOD OF MAKING SUCH A COMPOSITE STRUCTURE

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